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28064 lines
No EOL
870 KiB
JSON
28064 lines
No EOL
870 KiB
JSON
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{
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"name": "Viscous_Damper",
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{
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"name": "Elastic_Stiffness",
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"default": "300000 kN/m",
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{
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"name": "Damping_coefficient_Cd",
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{
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{
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"name": "Activate_gap_length",
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"widget_type": "CB",
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"1",
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"0"
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{
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"TK_MaterialTester"
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{
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"name": "_",
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{
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"Monotonic",
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"Cyclic"
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"action": "HIDE",
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{
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"trigger": "Cyclic",
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"action": "RESTORE",
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{
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"name": "Cyclic_data",
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"Max_tensile_strain",
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"Number_of_cycles"
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],
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"default": "#N# 3 -0.005 0.005 5",
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},
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{
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"name": "_",
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"widget_type": "CB",
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"_"
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],
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},
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{
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"name": "Set_as_variable",
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"widget_type": "CB",
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"0",
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"1"
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],
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}
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],
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"condtype": "",
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},
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{
|
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"name": "Hyperbolic_Gap",
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"book": "Standard_Uniaxial_Materials",
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"source_type": "MATERIAL",
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"comment": "\\n\\tThis material is implemented as a compression-only gap material.\\n\\t Failure ratio and gap should be input as negative values.\\n",
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"image": "",
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{
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"name": "Material",
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"_"
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},
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{
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"name": "Initial_stiffness",
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"default": "20300 kN/m",
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{
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"name": "Unloading/Reloading_stiffness",
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{
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{
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{
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{
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"name": "_",
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],
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"state": "HIDDEN",
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"tkwidgets": [
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"TK_MaterialTester"
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],
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{
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"name": "_",
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"widget_type": "CB",
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"_"
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{
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"name": "Analysis_type",
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"widget_type": "CB",
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"Cyclic"
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{
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"trigger": "Monotonic",
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"actions": [
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"action": "HIDE",
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"field": "Cyclic_data",
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"target": "#CURRENT#"
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},
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{
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"trigger": "Cyclic",
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"actions": [
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{
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"action": "RESTORE",
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"field": "Cyclic_data",
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"target": "#CURRENT#"
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},
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{
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"name": "Cyclic_data",
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"widget_type": "TUPLE",
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"options": [
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"Max_compressive_strain",
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"Max_tensile_strain",
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"Number_of_cycles"
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],
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"default": "#N# 3 -0.005 0.005 5",
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}
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],
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"condtype": "",
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},
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{
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"name": "PySimple1",
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"book": "Standard_Uniaxial_Materials",
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"source_type": "MATERIAL",
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"comment": "\\n",
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"image": "",
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"fields": [
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{
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"name": "Material",
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"widget_type": "CB",
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"options": [
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"_"
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],
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"default": "PySimple1",
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},
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{
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"name": "p-y_backbone_curve",
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"widget_type": "CB",
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"options": [
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"Soft_clay",
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"Sand"
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"image": "",
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"dependencies": [],
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{
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"name": "Ultimate_capacity_pult",
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"options": [],
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"default": "4000 kN",
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{
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"name": "Displacement_at_which_the_50%_of_pult_is_mobilized_in_monotonic_loading",
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"widget_type": "UNITS",
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"options": [],
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"default": "0.02 m",
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"image": "",
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"options": [],
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"default": "0.0",
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"width_hint": null,
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"help_text": "Sets the drag resistance within a fully-mobilized gap as Cd*pult",
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"image": "",
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"tkwidgets": [],
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"dependencies": [],
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{
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"name": "Viscous_damping_coefficient",
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"widget_type": "UNITS",
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"options": [],
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"default": "0.0 kNsec/m",
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"width_hint": null,
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"help_text": "Nonzero values are used to represent radiation damping effects",
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"image": "",
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"state": null,
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"tkwidgets": [
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"TK_MaterialWikiInfo"
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],
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},
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{
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"name": "_",
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"widget_type": "CB",
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"options": [
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"_"
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],
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"default": "",
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"tkwidgets": [
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"TK_MaterialTester"
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],
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},
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{
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"name": "_",
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"widget_type": "CB",
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"options": [
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"_"
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],
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"default": "",
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"help_text": "",
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"image": "",
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"state": "HIDDEN",
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"dependencies": [],
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"section_title": null
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},
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{
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"name": "Analysis_type",
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"widget_type": "CB",
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"options": [
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"Monotonic",
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{
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"name": "BondSP01",
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{
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|
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"C55/67",
|
|
"C60/75",
|
|
"C70/85",
|
|
"C80/95",
|
|
"C90/105",
|
|
"Custom"
|
|
],
|
|
"default": "Custom",
|
|
"width_hint": null,
|
|
"help_text": "Choose concrete strength category, to generate fast properties in the following fields.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"ConcreteUniaxMaterial::GenerateValues"
|
|
],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "C12/15",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C16/20",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C20/25",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C25/30",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C30/37",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C35/45",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C40/50",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C45/55",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C50/60",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C60/75",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C70/85",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C80/95",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C90/105",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Custom",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Strength_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Mean",
|
|
"Characteristic"
|
|
],
|
|
"default": "Characteristic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Compressive_strength",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "-20 MPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Strain_at_maximum_strength",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "-2.0e-3",
|
|
"width_hint": 15,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Strain_at_crushing_strength",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "-3.5e-3",
|
|
"width_hint": 15,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Initial_stiffness",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "30 GPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Maximum_tensile_strength",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "2.2 MPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Ultimate_tensile_strain",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1e-3",
|
|
"width_hint": 15,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_MaterialWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_MaterialTester"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Analysis_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Monotonic",
|
|
"Cyclic"
|
|
],
|
|
"default": "Monotonic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "Monotonic",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Cyclic_data",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Cyclic",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Cyclic_data",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Cyclic_data",
|
|
"widget_type": "TUPLE",
|
|
"options": [
|
|
"Max_compressive_strain",
|
|
"Max_tensile_strain",
|
|
"Number_of_cycles"
|
|
],
|
|
"default": "#N# 3 -0.005 0.005 5",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Set_as_variable",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
},
|
|
{
|
|
"name": "Concrete06",
|
|
"book": "Uniaxial_Concrete_Materials",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n\\tUpdate material window to assign selected Class/Type.\\n\\tSelect 'Custom' to enter user values.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Material",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Concrete06"
|
|
],
|
|
"default": "Concrete06",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "img/Materials/Concrete06C.png",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Strength_class",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"C12/15",
|
|
"C16/20",
|
|
"C20/25",
|
|
"C25/30",
|
|
"C30/37",
|
|
"C35/45",
|
|
"C40/50",
|
|
"C45/55",
|
|
"C50/60",
|
|
"C55/67",
|
|
"C60/75",
|
|
"C70/85",
|
|
"C80/95",
|
|
"C90/105",
|
|
"Custom"
|
|
],
|
|
"default": "Custom",
|
|
"width_hint": null,
|
|
"help_text": "Choose concrete strength category, to generate fast properties in the following fields.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"ConcreteUniaxMaterial::GenerateValues"
|
|
],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "C12/15",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C16/20",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C20/25",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C25/30",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C30/37",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C35/45",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C40/50",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C45/55",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C50/60",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C60/75",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C70/85",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C80/95",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "C90/105",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Custom",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Strength_type",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Strength_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Mean",
|
|
"Characteristic"
|
|
],
|
|
"default": "Characteristic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Concrete_compressive_strength_fc",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "-20 MPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Strain_at_compressive_strength_e0",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "-2.0e-3",
|
|
"width_hint": 15,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Compressive_shape_factor_n",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 15,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Post-peak_compressive_shape_factor_k",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 15,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
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{
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"field": "Minimum_deformation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Maximum_deformation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Minimum_rotation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Maximum_rotation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Material_for_defining_stress-strain_behaviour",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Material_for_defining_force-deformation_behaviour",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Material_for_defining_moment-rotation_behaviour",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Force-Deformation",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Minimum_strain",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Maximum_strain",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Minimum_deformation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Maximum_deformation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Minimum_rotation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Maximum_rotation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Material_for_defining_stress-strain_behaviour",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Material_for_defining_force-deformation_behaviour",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Material_for_defining_moment-rotation_behaviour",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Moment-Rotation",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Minimum_strain",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Maximum_strain",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Minimum_deformation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Maximum_deformation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Minimum_rotation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Maximum_rotation",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Material_for_defining_stress-strain_behaviour",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Material_for_defining_force-deformation_behaviour",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Material_for_defining_moment-rotation_behaviour",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Material_for_defining_stress-strain_behaviour",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Uniaxial_Steel_Materials",
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Concrete_Materials"
|
|
],
|
|
"default": "Steel01",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Material_for_defining_force-deformation_behaviour",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Uniaxial_Steel_Materials",
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Concrete_Materials"
|
|
],
|
|
"default": "Steel01",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Material_for_defining_moment-rotation_behaviour",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Uniaxial_Steel_Materials",
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Concrete_Materials"
|
|
],
|
|
"default": "Steel01",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Minimum_strain",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "-1.0e16",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Maximum_strain",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1.0e16",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Minimum_deformation",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "-1.0e16 m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Maximum_deformation",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.0e16 m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Minimum_rotation",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "-1.0e16 rad",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Maximum_rotation",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.0e16 rad",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_MaterialWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"name": "User_Materials",
|
|
"source": "mat",
|
|
"entries": [
|
|
{
|
|
"name": "User_Material",
|
|
"book": "User_Materials",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Material",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"UserMaterial"
|
|
],
|
|
"default": "UserMaterial",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Section",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"UserMaterial"
|
|
],
|
|
"default": "UserMaterial",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Width",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.1m",
|
|
"width_hint": null,
|
|
"help_text": "Used to calculate self weight",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"UserMaterial::Script"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"name": "Multidimensional_(nD)_Materials",
|
|
"source": "mat",
|
|
"entries": [
|
|
{
|
|
"name": "Elastic_Isotropic",
|
|
"book": "Multidimensional_(nD)_Materials",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n\\tUpdate material window to assign selected Class/Type.\\n\\tSelect 'Custom' to enter user values.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Material",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"ElasticIsotropic"
|
|
],
|
|
"default": "ElasticIsotropic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Material_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Concrete",
|
|
"Steel",
|
|
"Custom"
|
|
],
|
|
"default": "Custom",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"nD::GenerateValues"
|
|
],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "Concrete",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Concrete_class",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Steel",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Concrete_class",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Custom",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Concrete_class",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Concrete_class",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"C12/15",
|
|
"C16/20",
|
|
"C20/25",
|
|
"C25/30",
|
|
"C30/37",
|
|
"C35/45",
|
|
"C40/50",
|
|
"C45/55",
|
|
"C50/60",
|
|
"C55/67",
|
|
"C60/75",
|
|
"C70/85",
|
|
"C80/95",
|
|
"C90/105"
|
|
],
|
|
"default": "C20/25",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Elastic_modulus_E",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "30GPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Poisson's_ratio",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.20",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Mass_density",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0ton/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_MaterialWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
},
|
|
{
|
|
"name": "Elastic_Orthotropic",
|
|
"book": "Multidimensional_(nD)_Materials",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Material",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"ElasticOrthotropic"
|
|
],
|
|
"default": "ElasticOrthotropic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Elastic_modulus_Ex",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "30GPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Elastic_modulus_Ey",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "30GPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Elastic_modulus_Ez",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "30GPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Poisson's_ratio_vxy",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.20",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Poisson's_ratio_vyz",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.20",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Poisson's_ratio_vzx",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.20",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Shear_modulus_Gxy",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "11GPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Shear_modulus_Gyz",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "11GPa",
|
|
"width_hint": null,
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{
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{
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"source_type": "MATERIAL",
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|
"comment": "\\n\\tUpdate material window to assign selected soil type.\\n\\tSelect 'Custom' to enter user values.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Material",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"PressureDependMultiYield"
|
|
],
|
|
"default": "PressureDependMultiYield",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Soil_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Loose_Sand",
|
|
"Medium_Sand",
|
|
"Medium-dense_Sand",
|
|
"Dense_Sand",
|
|
"Custom"
|
|
],
|
|
"default": "Custom",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"PDMY::GenerateRecommendedValues"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Saturated_soil_mass_density",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.7ton/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Reference_shear_modulus_Gr",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "55MPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Reference_bulk_modulus",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "150MPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Shear_strain_at_which_maximum_stress_is_reached",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.1",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Friction_angle",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "29",
|
|
"width_hint": 10,
|
|
"help_text": "Enter angle in degrees",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Reference_mean_effective_confining_pressure_pr",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "80kPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Positive_constant_d",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.5",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Phase_transformation_angle",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "29",
|
|
"width_hint": 10,
|
|
"help_text": "Enter angle in degrees",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Contraction_rate_constant",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.21",
|
|
"width_hint": 10,
|
|
"help_text": "A non-negative constant defining the rate of shear-induced volume decrease (contraction) or pore pressure buildup. A larger value corresponds to faster contraction rate.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Dilation_rate_constant_1",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Dilation_rate_constant_2",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Liquefaction_parameter_1",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "10kPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Liquefaction_parameter_2",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.02",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Liquefaction_parameter_3",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1.0",
|
|
"width_hint": 10,
|
|
"help_text": "liquefac3 takes a value between 0.0 and 3.0.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Initial_void_ratio",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.85",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Critical_straight_line_parameter_cs1",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.9",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Critical_straight_line_parameter_cs2",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.02",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Critical_straight_line_parameter_cs3",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.07",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Atmospheric_pressure_for_normalization",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "101kPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Numerical_constant",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.3kPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Yield_surfaces",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "20",
|
|
"width_hint": 10,
|
|
"help_text": "Yield surfaces must be less than 40!",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_plastic_response",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Activate_plastic_response_at_interval",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Activate_plastic_response_at_interval",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_plastic_response_at_interval",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "2",
|
|
"width_hint": 4,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"PDMY::CheckIntvNum"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Automatic_surface_generation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Define_yield_surfaces_based_on_shear_modulus_reduction_curve",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Define_yield_surfaces_based_on_shear_modulus_reduction_curve",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Define_yield_surfaces_based_on_shear_modulus_reduction_curve",
|
|
"widget_type": "TUPLE",
|
|
"options": [
|
|
"Shear_strain",
|
|
"Modulus_ratio"
|
|
],
|
|
"default": "#N# 2 0.005 0.1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_MaterialWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
},
|
|
{
|
|
"name": "PressureDependMultiYield02",
|
|
"book": "Multidimensional_(nD)_Materials",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n\\tUpdate material window to assign selected soil type.\\n\\tSelect 'Custom' to enter user values.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Material",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"PressureDependMultiYield02"
|
|
],
|
|
"default": "PressureDependMultiYield02",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Soil_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Dr=30%",
|
|
"Dr=40%",
|
|
"Dr=50%",
|
|
"Dr=60%",
|
|
"Dr=75%",
|
|
"Custom"
|
|
],
|
|
"default": "Custom",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"PDMY02::GenerateRecommendedValues"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Saturated_soil_mass_density",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.7ton/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Reference_shear_modulus_Gr",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "55MPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Reference_bulk_modulus",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "150MPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Shear_strain_at_which_maximum_stress_is_reached",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.1",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Friction_angle",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "29",
|
|
"width_hint": 10,
|
|
"help_text": "Enter angle in degrees",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Reference_mean_effective_confining_pressure_pr",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "80kPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Positive_constant_d",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.5",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Phase_transformation_angle",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "29",
|
|
"width_hint": 10,
|
|
"help_text": "Enter angle in degrees",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Contraction_constant_1",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.87",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Contraction_constant_2",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "5",
|
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"action": "HIDE",
|
|
"field": "Top_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Height_h",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Width_b",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Diameter_d",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_arc",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_in_the_circumferential_direction",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_in_the_radial_direction",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Bars_along_h_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Bars_along_b_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Corner_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Middle_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Corner_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Middle_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Fibers_along_h_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Fibers_along_b_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_bw_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_width_wt",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_width_wb",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_thickness_ts1",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_thickness_ts2",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Height_hv",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "External_web_thickness_tw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Include_additional_part",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Solid_Section",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_top_layer_of_top_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_bottom_layer_of_top_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_top_layer_of_bottom_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_bottom_layer_of_bottom_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_beam_height",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_beam_width",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_top_slab_width",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_top_slab_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_bottom_slab_width",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_bottom_slab_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_external_web_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_internal_web_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_web_height",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Main_section_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_reinforcing_bar_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_reinforcing_bar_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Circular_Column",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Core_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Cover_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Reinforcing_bar_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_bf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_beam_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_beam_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_beam_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Slab_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_beam_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Web_width_bw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Slab_thickness_hf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_beam_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Slab_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Slab_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_beam_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Height_h",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_b",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Diameter_d",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Bars_along_arc",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Fibers_in_the_circumferential_direction",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Fibers_in_the_radial_direction",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_h_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_b_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Corner_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Middle_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Corner_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Middle_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_h_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_b_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_bw_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_width_wt",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_width_wb",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_thickness_ts1",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_thickness_ts2",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Height_hv",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "External_web_thickness_tw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Include_additional_part",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Solid_Section",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_top_layer_of_top_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_bottom_layer_of_top_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_top_layer_of_bottom_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_bottom_layer_of_bottom_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_beam_height",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_beam_width",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_top_slab_width",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_top_slab_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_bottom_slab_width",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_bottom_slab_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_external_web_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_internal_web_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_web_height",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Main_section_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_reinforcing_bar_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_reinforcing_bar_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Rectangular_Beam",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Core_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Cover_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Reinforcing_bar_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_bf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_beam_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_beam_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_beam_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Slab_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_beam_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Web_width_bw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Slab_thickness_hf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_beam_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Slab_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Slab_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_beam_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Corner_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Middle_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Corner_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Middle_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_b_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_h_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Height_h",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Width_b",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Diameter_d",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_arc",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Top_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Bottom_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Top_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Bottom_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Top_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Bottom_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Fibers_along_h_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Fibers_along_b_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_bw_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_in_the_circumferential_direction",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_in_the_radial_direction",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_width_wt",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_width_wb",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_thickness_ts1",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_thickness_ts2",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Height_hv",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "External_web_thickness_tw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Include_additional_part",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Solid_Section",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_top_layer_of_top_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_bottom_layer_of_top_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_top_layer_of_bottom_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_bottom_layer_of_bottom_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_beam_height",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_beam_width",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_top_slab_width",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_top_slab_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_bottom_slab_width",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_bottom_slab_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_external_web_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_internal_web_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_web_height",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Main_section_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_reinforcing_bar_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_reinforcing_bar_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Tee_Beam",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Core_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Cover_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Reinforcing_bar_material",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Width_bf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Bottom_beam_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Bottom_beam_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Bottom_beam_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Top_beam_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Slab_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Slab_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Top_beam_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Web_width_bw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Slab_thickness_hf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Top_beam_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Slab_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Corner_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Middle_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Corner_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Middle_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_b_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_h_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Height_h",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_b",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Diameter_d",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_arc",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_bars",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Fibers_along_h_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_along_b_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Fibers_along_bw_length",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_in_the_circumferential_direction",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Fibers_in_the_radial_direction",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_width_wt",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_width_wb",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_thickness_ts1",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_thickness_ts2",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Height_hv",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "External_web_thickness_tw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Include_additional_part",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Solid_Section",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_top_layer_of_top_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_bottom_layer_of_top_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_top_layer_of_bottom_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_on_bottom_layer_of_bottom_slab",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_beam_height",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bars_along_beam_width",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_bar_size",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Top_slab_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Bottom_slab_bar_area",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
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{
|
|
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|
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|
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{
|
|
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|
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|
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{
|
|
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|
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{
|
|
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|
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|
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},
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{
|
|
"action": "HIDE",
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|
|
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|
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{
|
|
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{
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{
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|
"action": "HIDE",
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|
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{
|
|
"action": "HIDE",
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|
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|
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|
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},
|
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{
|
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{
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{
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{
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{
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{
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{
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{
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{
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|
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{
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|
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{
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|
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{
|
|
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{
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|
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|
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{
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|
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{
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|
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{
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|
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{
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|
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|
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|
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{
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|
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|
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|
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{
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|
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|
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{
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|
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{
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|
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|
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{
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{
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|
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|
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|
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|
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|
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{
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{
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{
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|
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{
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|
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|
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|
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|
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|
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{
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|
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|
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|
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{
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|
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|
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|
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|
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|
{
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|
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|
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|
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|
{
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|
"action": "RESTORE",
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|
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|
{
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|
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|
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|
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|
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|
{
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|
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|
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|
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|
{
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|
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|
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|
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|
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{
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|
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|
|
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|
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|
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|
{
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|
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|
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|
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|
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|
{
|
|
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|
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|
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|
|
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|
{
|
|
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|
|
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|
|
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|
|
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|
|
{
|
|
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|
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|
|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
}
|
|
]
|
|
}
|
|
],
|
|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
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|
|
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|
|
"options": [],
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Slab_thickness_hf",
|
|
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|
|
"options": [],
|
|
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|
|
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|
|
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|
|
"image": "",
|
|
"state": null,
|
|
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|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Top_slab_width_wt",
|
|
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|
|
"options": [],
|
|
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|
|
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|
|
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|
|
"image": "",
|
|
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|
|
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|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Bottom_slab_width_wb",
|
|
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|
|
"options": [],
|
|
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|
|
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|
|
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|
|
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|
|
"state": null,
|
|
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|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Top_slab_thickness_ts1",
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
"image": "",
|
|
"state": null,
|
|
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|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Bottom_slab_thickness_ts2",
|
|
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|
|
"options": [],
|
|
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|
|
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|
|
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|
|
"image": "",
|
|
"state": null,
|
|
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|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
"image": "",
|
|
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|
|
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|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "External_web_thickness_tw",
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
"image": "",
|
|
"state": null,
|
|
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|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Include_additional_part",
|
|
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|
|
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|
|
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|
|
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|
|
],
|
|
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|
|
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|
|
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|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
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|
|
],
|
|
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|
|
{
|
|
"trigger": "1",
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|
"actions": [
|
|
{
|
|
"action": "RESTORE",
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|
"field": "Additional_slab_thickness_ts3",
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|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Sidewalk_width_bsw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Sidewalk_thickness",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Beam_width_b",
|
|
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|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Beam_height",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Fibers_along_beam_height",
|
|
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|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Fibers_along_beam_width",
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|
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|
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|
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|
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|
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|
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|
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{
|
|
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|
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|
|
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|
|
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|
|
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|
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|
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|
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},
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|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
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|
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|
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|
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|
|
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|
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|
|
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|
|
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|
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|
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|
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|
|
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|
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|
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|
|
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|
|
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|
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|
|
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|
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|
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|
|
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|
|
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|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
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|
|
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|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
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|
|
},
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|
{
|
|
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|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
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|
|
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|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
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|
|
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|
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|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
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|
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|
},
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{
|
|
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|
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|
|
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|
|
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|
|
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|
|
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|
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|
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|
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|
|
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|
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|
|
},
|
|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
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|
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|
},
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|
{
|
|
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|
|
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|
|
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|
|
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|
|
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|
|
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|
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|
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|
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|
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|
|
},
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|
{
|
|
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|
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|
|
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|
|
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|
|
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|
|
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|
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|
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|
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|
},
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|
{
|
|
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|
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|
|
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|
|
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|
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|
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},
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{
|
|
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|
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|
|
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|
|
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|
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|
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},
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|
{
|
|
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|
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|
|
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|
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|
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|
|
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{
|
|
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|
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|
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|
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{
|
|
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|
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|
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|
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"name": "Bottom_bar_size",
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{
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},
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{
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"name": "Bars_on_bottom_layer_of_top_slab",
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},
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{
|
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"name": "Bars_on_top_layer_of_bottom_slab",
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{
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"name": "Bars_on_bottom_layer_of_bottom_slab",
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{
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"name": "Bars_on_top_layer_of_additional_slab",
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{
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"name": "Bars_on_bottom_layer_of_additional_slab",
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},
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{
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"widget_type": "SCALAR",
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"options": [],
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},
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{
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|
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"section_title": "Section_properties"
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},
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{
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"name": "Top_slab_bar_size",
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},
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{
|
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"name": "Bottom_slab_bar_size",
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"widget_type": "UNITS",
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|
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"section_title": "Section_properties"
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},
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{
|
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"name": "Additional_slab_bar_size",
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"widget_type": "UNITS",
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"options": [],
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"section_title": "Section_properties"
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},
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{
|
|
"name": "Beam_bar_size",
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"options": [],
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"section_title": "Section_properties"
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},
|
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{
|
|
"name": "Calculate_bar_areas_(update_to_apply)#CB#(0,1)",
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],
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},
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{
|
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"options": [],
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},
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{
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},
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{
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"name": "Bar_area",
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},
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{
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"name": "Top_bar_area",
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},
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{
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},
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{
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},
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{
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},
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{
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},
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{
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},
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{
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{
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{
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"name": "Suggest_fiber_mesh_(update_to_apply)#CB#(0,1)",
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{
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},
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{
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"name": "Fibers_along_h_length",
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"default": "17",
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{
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{
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},
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{
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|
"name": "Fibers_in_the_circumferential_direction",
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|
"options": [],
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|
"default": "20",
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},
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{
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|
"options": [],
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|
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},
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{
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"options": [],
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{
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{
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{
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"name": "Fibers_along_external_web_thickness",
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"options": [],
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},
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{
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"name": "Fibers_along_internal_web_thickness",
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"options": [],
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{
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"name": "Fibers_along_web_height",
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"options": [],
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"default": "10",
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"width_hint": 10,
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{
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{
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"name": "Calculate_reinforcement_ratios_(update_to_apply)#CB#(0,1)",
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{
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{
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{
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"name": "Cover_fc",
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{
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{
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"name": "Cover_fu",
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{
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{
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"name": "Cover_ecu",
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{
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{
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{
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"name": "Cover_G",
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{
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"name": "Core_fc",
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{
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{
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"name": "Core_fu",
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{
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{
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{
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{
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{
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{
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"Uniaxial_Steel_Materials"
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{
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"Uniaxial_Steel_Materials"
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{
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"name": "Records",
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{
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"name": "Ground_Motion_Record",
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"book": "Records",
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"source_type": "MATERIAL",
|
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"comment": "\\n\\tWhen choosing a file, it is automatically copied\\n\\tto the Records folder in the project directory.\\n\\tUpdate window to apply changes of the record parameters\\n\\tand before using the button functions.\\n",
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{
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{
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{
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{
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}
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]
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{
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|
|
"fields": [
|
|
{
|
|
"name": "Element_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"ElasticTimoshenkoBeamColumn"
|
|
],
|
|
"default": "ElasticTimoshenkoBeamColumn",
|
|
"width_hint": null,
|
|
"help_text": "A Timoshenko beam is a frame member that accounts for shear deformations.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Compatible_materials",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Elastic_Isotropic"
|
|
],
|
|
"default": "Elastic Isotropic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_ElementWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Material#MAT#(Multidimensional_(nD)_Materials,User_Materials)",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "Elastic_Isotropic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"EBC::CheckMaterial"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "Material"
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_LocalAxesInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Cross_section",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Rectangular",
|
|
"Tee",
|
|
"Circular",
|
|
"General"
|
|
],
|
|
"default": "Rectangular",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "Rectangular",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Height_h",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Width_B",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Diameter_d",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Height_hf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_bf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_bw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Area_A",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Moment_of_inertia_about_local-y_Iyy",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Moment_of_inertia_about_local-z_Izz",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Torsional_moment_of_inertia_Iyz",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Circular",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Height_h",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_B",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Diameter_d",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Height_hf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_bf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_bw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Area_A",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Moment_of_inertia_about_local-y_Iyy",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Moment_of_inertia_about_local-z_Izz",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Torsional_moment_of_inertia_Iyz",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Tee",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Height_h",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_B",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Diameter_d",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Height_hf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Width_bf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Width_bw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Area_A",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Moment_of_inertia_about_local-y_Iyy",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Moment_of_inertia_about_local-z_Izz",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Torsional_moment_of_inertia_Iyz",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "General",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Height_h",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_B",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Diameter_d",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_bf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Height_hf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_bw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Area_A",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Moment_of_inertia_about_local-y_Iyy",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Moment_of_inertia_about_local-z_Izz",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Torsional_moment_of_inertia_Iyz",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Height_h",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.5m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Width_b",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.3m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "img/Sections/sec_Rect.png",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Diameter_d",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.5m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "img/Sections/sec_Circular.png",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Width_bf",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.4m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "img/Sections/sec_Tee.png",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Height_hf",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.15m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Width_bw",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.25m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Area_A",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.0 m^2",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "img/Sections/sec_General.png",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Moment_of_inertia_about_local-y_Iyy",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.5 m^4",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Moment_of_inertia_about_local-z_Izz",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.5 m^4",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Torsional_moment_of_inertia_Iyz",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.0 m^4",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Set_modification_factors",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "mod._A",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "mod._Sy",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "mod._Sz",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "mod._Iyy",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "mod._Izz",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "mod._Iyz",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "mod._A",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "mod._Sy",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "mod._Sz",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "mod._Iyy",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "mod._Izz",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "mod._Iyz",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "mod._A",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "mod._Sy",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "This value will be multiplied by the Area (A) for local-y Shear Area (Sy)",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "mod._Sz",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "This value will be multiplied by the Area (A) for local-z Shear Area (Sz)",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "mod._Iyy",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "mod._Izz",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "mod._Iyz",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Geometric_transformation",
|
|
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"P-Delta",
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"Corotational"
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"state": null,
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},
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{
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"name": "Weight_density",
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"widget_type": "UNITS",
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"options": [],
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"default": "25 kN/m^3",
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Weight"
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}
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],
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"condtype": "",
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},
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{
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"name": "Force-Based_Beam-Column",
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"book": "Beam-Column_Elements",
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"source_type": "MATERIAL",
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"comment": "\\n",
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{
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"TK_UpdateInfoBar"
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],
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"section_title": "General"
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},
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{
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"name": "Compatible_Sections",
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"widget_type": "CB",
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],
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"tkwidgets": [
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"TK_ElementWikiInfo"
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],
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},
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{
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"name": "Integration_type",
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],
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"image": "",
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"section_title": "Integration"
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},
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{
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"name": "Number_of_integration_points",
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"widget_type": "SCALAR",
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"width_hint": 4,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Integration"
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},
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{
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"name": "The_number_of_integration",
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"widget_type": "CB",
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"_"
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],
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"image": "",
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"state": null,
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"dependencies": [],
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"section_title": "Integration"
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},
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{
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"name": "To_increase_analysis_accuracy,",
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"widget_type": "CB",
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"_"
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],
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"width_hint": null,
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"image": "",
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"state": null,
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"dependencies": [],
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"section_title": "Integration"
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},
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{
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"name": "Section",
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"widget_type": "MAT",
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"Combined_Materials",
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"User_Materials"
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"state": null,
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"FBC::CheckSection"
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"section_title": "Section"
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},
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{
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"name": "Geometric_transformation",
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"widget_type": "CB",
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"Linear",
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"P-Delta",
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"Corotational"
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"width_hint": null,
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Element_Geometry"
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},
|
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{
|
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"name": "Activate_iterative_scheme_for_satisfying_element_compatibility",
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"widget_type": "CB",
|
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"options": [
|
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"1",
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"0"
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],
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"default": "1",
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"width_hint": null,
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"help_text": "",
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"image": "",
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"state": null,
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"dependencies": [
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{
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"trigger": "1",
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"actions": [
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{
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"action": "RESTORE",
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"field": "Maximum_Iterations",
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"target": "#CURRENT#"
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},
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{
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"action": "RESTORE",
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"field": "Tolerance",
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"target": "#CURRENT#"
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}
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]
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},
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{
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"trigger": "0",
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"actions": [
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{
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"action": "HIDE",
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"field": "Maximum_Iterations",
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"target": "#CURRENT#"
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},
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{
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"action": "HIDE",
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"field": "Tolerance",
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"target": "#CURRENT#"
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}
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]
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}
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],
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"section_title": "Element_compatibillity"
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},
|
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{
|
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"name": "Maximum_Iterations",
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"widget_type": "SCALAR",
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"options": [],
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"default": "10",
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"width_hint": 10,
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"help_text": "maximum number of iterations to undertake to satisfy element compatibility",
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Element_compatibillity"
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},
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{
|
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"name": "Tolerance",
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"widget_type": "SCALAR",
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"options": [],
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"default": "1.0e-6",
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"width_hint": 10,
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Element_compatibillity"
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},
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{
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"name": "Mass_density",
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"widget_type": "UNITS",
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"options": [],
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"default": "0.0ton/m^3",
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Mass-Weight"
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},
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{
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"name": "Weight_density",
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"widget_type": "UNITS",
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"options": [],
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"default": "25 kN/m^3",
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"image": "",
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"state": null,
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"dependencies": [],
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"section_title": "Mass-Weight"
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}
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],
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"condmeshtype": ""
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},
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{
|
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"name": "Displacement-Based_Beam-Column",
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"book": "Beam-Column_Elements",
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"source_type": "MATERIAL",
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"comment": "\\n",
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"fields": [
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{
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"name": "Element_type",
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"widget_type": "CB",
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"dispBeamColumn"
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],
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"default": "dispBeamColumn",
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"help_text": "",
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"image": "",
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"state": null,
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"tkwidgets": [
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"TK_UpdateInfoBar"
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],
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"dependencies": [],
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"section_title": "General"
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},
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{
|
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"name": "Compatible_Sections",
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"widget_type": "CB",
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"_"
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],
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"image": "",
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"state": null,
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"TK_ElementWikiInfo"
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],
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"section_title": "General"
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},
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{
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"name": "Number_of_integration_points",
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"widget_type": "SCALAR",
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"width_hint": 4,
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"image": "",
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"state": "DISABLED",
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Integration"
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},
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{
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"name": "The_number_of_integration",
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"_"
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],
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"width_hint": null,
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"help_text": "",
|
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"image": "",
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"state": null,
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"dependencies": [],
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"section_title": "Integration"
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},
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{
|
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"name": "To_increase_analysis_accuracy,",
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"widget_type": "CB",
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"options": [
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"_"
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],
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"width_hint": null,
|
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"help_text": "",
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"image": "",
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"state": null,
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"dependencies": [],
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"section_title": "Integration"
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},
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{
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"name": "Section",
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"widget_type": "MAT",
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"options": [
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"Section_Force-Deformation",
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"Combined_Materials",
|
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"User_Materials"
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],
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"default": "Fiber",
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"width_hint": null,
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"help_text": "",
|
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"image": "",
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"state": null,
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"tkwidgets": [
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"DBC::CheckSection"
|
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],
|
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"dependencies": [],
|
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"section_title": "Section"
|
|
},
|
|
{
|
|
"name": "Geometric_transformation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Linear",
|
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"P-Delta",
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|
"Corotational"
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],
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"image": "",
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"state": null,
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"tkwidgets": [],
|
|
"dependencies": [],
|
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"section_title": "Element_Geometry"
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},
|
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{
|
|
"name": "Mass_density",
|
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"widget_type": "UNITS",
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"options": [],
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"default": "0.0ton/m^3",
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"width_hint": null,
|
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"help_text": "",
|
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"image": "",
|
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"state": null,
|
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"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Mass-Weight"
|
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},
|
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{
|
|
"name": "Weight_density",
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|
"widget_type": "UNITS",
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"options": [],
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"width_hint": null,
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Mass-Weight"
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}
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],
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"condtype": "",
|
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"condmeshtype": ""
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},
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{
|
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"name": "Flexure-Shear_Interaction_Displacement-Based_Beam-Column",
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"book": "Beam-Column_Elements",
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"source_type": "MATERIAL",
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"comment": "\\n",
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"image": "",
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"tkwidgets": [],
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"fields": [
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{
|
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"name": "Element_type",
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"widget_type": "CB",
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"dispBeamColumnInt"
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],
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"width_hint": null,
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"image": "",
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"state": null,
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"tkwidgets": [
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"TK_UpdateInfoBar"
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],
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"dependencies": [],
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"section_title": "General"
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},
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{
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"name": "Compatible_Sections",
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"widget_type": "CB",
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"options": [
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"_"
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],
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"default": "FiberInt",
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"width_hint": null,
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"help_text": "",
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"image": "",
|
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"state": null,
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"tkwidgets": [
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"TK_ElementWikiInfo"
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],
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"dependencies": [],
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"section_title": "General"
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},
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{
|
|
"name": "Number_of_integration_points",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"3"
|
|
],
|
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"default": "3",
|
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"width_hint": null,
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|
"help_text": "number of integration points along the element",
|
|
"image": "",
|
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"state": "DISABLED",
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"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Integration"
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},
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{
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"name": "The_number_of_integration",
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"widget_type": "CB",
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"options": [
|
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"_"
|
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],
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"default": "Points per element is currently fixed to three points per element.",
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"width_hint": null,
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"help_text": "",
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Integration"
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},
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{
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"name": "To_increase_analysis_accuracy,",
|
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"widget_type": "CB",
|
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"options": [
|
|
"_"
|
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],
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"width_hint": null,
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"help_text": "",
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"image": "",
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"state": null,
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"dependencies": [],
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"section_title": "Integration"
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},
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{
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"name": "Section",
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"widget_type": "MAT",
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"options": [
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"Section_Force-Deformation",
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"Combined_Materials"
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],
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"default": "FiberInt",
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"help_text": "",
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"image": "",
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"state": null,
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"tkwidgets": [
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"DIBC::CheckSection"
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],
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"dependencies": [],
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"section_title": "Section"
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},
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{
|
|
"name": "Fraction_of_the_height_from_bottom_to_the_rotation_center",
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"widget_type": "SCALAR",
|
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"options": [],
|
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"default": "0.4",
|
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"width_hint": 15,
|
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"help_text": "",
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"image": "",
|
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"state": null,
|
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Section"
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},
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{
|
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"name": "Geometric_transformation",
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"widget_type": "CB",
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"options": [
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"LinearInt"
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],
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"default": "LinearInt",
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"width_hint": null,
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"help_text": "",
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"image": "",
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"state": "DISABLED",
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Element_Geometry"
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},
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{
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"name": "Mass_density",
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"widget_type": "UNITS",
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"options": [],
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"default": "0.0ton/m^3",
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"help_text": "",
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Mass-Weight"
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},
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{
|
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"name": "Weight_density",
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"widget_type": "UNITS",
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"options": [],
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"default": "25 kN/m^3",
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"width_hint": null,
|
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"help_text": "",
|
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"image": "",
|
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Mass-Weight"
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}
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],
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"condtype": "",
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"condmeshtype": ""
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}
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]
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},
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{
|
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"name": "Truss_Elements",
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"source": "mat",
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"entries": [
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{
|
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"name": "Truss",
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"book": "Truss_Elements",
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"source_type": "MATERIAL",
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"comment": "\\n",
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"image": "",
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"tkwidgets": [],
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"fields": [
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{
|
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"name": "Element_type",
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"widget_type": "CB",
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"options": [
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"Truss"
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],
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"default": "Truss",
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],
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"dependencies": [],
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"section_title": "General"
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},
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{
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"name": "Compatible_materials",
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"widget_type": "CB",
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"options": [
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"_"
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],
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"default": "Standard/Steel/Concrete Uniaxial Materials/Series/Parallel/InitStrain/InitStress",
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"image": "",
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{
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"Uniaxial_Steel_Materials",
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"User_Materials"
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{
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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{
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"name": "Consider_consistent_mass_matrix",
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"0"
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"section_title": "Mass-Weight"
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},
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{
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{
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{
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"Tee",
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{
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{
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{
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"action": "HIDE",
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{
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{
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{
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{
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{
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{
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{
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{
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{
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"image": "",
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"section_title": "Section_properties"
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{
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"name": "Width_bw",
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"help_text": "",
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"image": "",
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"state": null,
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"dependencies": [],
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"section_title": "Section_properties"
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{
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"widget_type": "UNITS",
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{
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"widget_type": "CB",
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"1"
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{
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{
|
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{
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{
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{
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"state": null,
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"Truss::CheckFieldValues"
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{
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|
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"image": "",
|
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"state": null,
|
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|
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"dependencies": [],
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|
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{
|
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|
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"image": "",
|
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|
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|
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|
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|
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{
|
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"widget_type": "CB",
|
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|
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|
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|
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"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
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|
|
},
|
|
{
|
|
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|
|
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|
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|
|
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|
|
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|
|
"image": "",
|
|
"state": null,
|
|
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|
|
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|
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|
|
{
|
|
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|
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|
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|
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|
|
"Tee",
|
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|
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|
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|
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|
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|
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|
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|
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|
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|
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|
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|
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|
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|
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|
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{
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{
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{
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|
"action": "RESTORE",
|
|
"field": "Diameter_d",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Height_hf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_bf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_Bw",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Area_A",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Tee",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Height_h",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Width_B",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Diameter_d",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Height_hf",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Width_bf",
|
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"target": "#CURRENT#"
|
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},
|
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{
|
|
"action": "RESTORE",
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"field": "Width_Bw",
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"target": "#CURRENT#"
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},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Area_A",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
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{
|
|
"trigger": "General",
|
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"actions": [
|
|
{
|
|
"action": "HIDE",
|
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"field": "Height_h",
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"target": "#CURRENT#"
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},
|
|
{
|
|
"action": "HIDE",
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"field": "Width_B",
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"target": "#CURRENT#"
|
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},
|
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{
|
|
"action": "HIDE",
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"field": "Diameter_d",
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|
"target": "#CURRENT#"
|
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},
|
|
{
|
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"action": "HIDE",
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"field": "Width_bf",
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"target": "#CURRENT#"
|
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},
|
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{
|
|
"action": "HIDE",
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"field": "Height_hf",
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"target": "#CURRENT#"
|
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},
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{
|
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"action": "HIDE",
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"field": "Width_Bw",
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"target": "#CURRENT#"
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},
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{
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"action": "RESTORE",
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"field": "Area_A",
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"target": "#CURRENT#"
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}
|
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]
|
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}
|
|
],
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"section_title": "Section_properties"
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},
|
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{
|
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"name": "Height_h",
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"widget_type": "UNITS",
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"options": [],
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"default": "0.5m",
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"width_hint": null,
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"help_text": "",
|
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"image": "",
|
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Section_properties"
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},
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{
|
|
"name": "Width_b",
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|
"widget_type": "UNITS",
|
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"options": [],
|
|
"default": "0.3m",
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|
"width_hint": null,
|
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"help_text": "",
|
|
"image": "img/Sections/sec_Rect.png",
|
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": "Section_properties"
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},
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{
|
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"name": "Diameter_d",
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"widget_type": "UNITS",
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"options": [],
|
|
"default": "0.5m",
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"width_hint": null,
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|
"help_text": "",
|
|
"image": "img/Sections/sec_Circular.png",
|
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"state": null,
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"tkwidgets": [],
|
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"dependencies": [],
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"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Width_bf",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.4m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "img/Sections/sec_Tee.png",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Height_hf",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.15m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
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},
|
|
{
|
|
"name": "Width_bw",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.25m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Area_A",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1 m^2",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "img/Sections/sec_General.png",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Set_modification_factors",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "mod._A",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "mod._A",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "mod._A",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"name": "Surface_Elements",
|
|
"source": "mat",
|
|
"entries": [
|
|
{
|
|
"name": "Quad",
|
|
"book": "Surface_Elements",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Element_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Quad"
|
|
],
|
|
"default": "Quad",
|
|
"width_hint": null,
|
|
"help_text": "Four node quadrilateral element object which uses a bilinear isoparametric formulation",
|
|
"image": "img/Materials/Quad_Shell.png",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"Quad::CheckFieldValues"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Compatible_materials",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"nD_Materials"
|
|
],
|
|
"default": "nD Materials",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Define_equalDOF_between_nodes_of_the_same_vertical_location",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "equalDOF commands are automatically printed for element nodes which share the same vertical (Y) location",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_ElementWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Material#MAT#(Multidimensional_(nD)_Materials,User_Materials)",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "Elastic_Isotropic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Material"
|
|
},
|
|
{
|
|
"name": "Plane_behavior",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"PlaneStrain",
|
|
"PlaneStress"
|
|
],
|
|
"default": "PlaneStrain",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Material"
|
|
},
|
|
{
|
|
"name": "PMY_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_PMY-ID"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "Material"
|
|
},
|
|
{
|
|
"name": "Thickness",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Surface_pressure",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0kPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Pressure"
|
|
},
|
|
{
|
|
"name": "Applied_on_the_global_axes",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
},
|
|
{
|
|
"name": "X-Direction",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kN/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
},
|
|
{
|
|
"name": "Y-Direction",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kN/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
},
|
|
{
|
|
"name": "Mass_density",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 ton/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
},
|
|
{
|
|
"name": "Shell",
|
|
"book": "Surface_Elements",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Element_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Shell"
|
|
],
|
|
"default": "Shell",
|
|
"width_hint": null,
|
|
"help_text": "A Shel element object using a bilinear isoparametric formulation with modified shear interpolation",
|
|
"image": "img/Materials/Quad_Shell.png",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Compatible_materials",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"PlateFiber/ElasticMembranePlate"
|
|
],
|
|
"default": "PlateFiber/ElasticMembranePlate",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_ElementWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Type",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Section_Force-Deformation",
|
|
"User_Materials"
|
|
],
|
|
"default": "Elastic_Membrane_Plate",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"Shell::CheckFieldValues"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "Section"
|
|
},
|
|
{
|
|
"name": "Weight_density",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "25 kN/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Weight"
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
},
|
|
{
|
|
"name": "ShellDKGQ",
|
|
"book": "Surface_Elements",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Element_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"ShellDKGQ"
|
|
],
|
|
"default": "ShellDKGQ",
|
|
"width_hint": null,
|
|
"help_text": "A ShellDKGQ element object is a quadrilateral shell element based on the theory of generalized conforming element.",
|
|
"image": "img/Materials/Quad_Shell.png",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Compatible_materials",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "PlateFiber/ElasticMembranePlate",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_ElementWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Type",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Section_Force-Deformation",
|
|
"User_Materials"
|
|
],
|
|
"default": "Elastic_Membrane_Plate",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"Shell::CheckFieldValues"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "Section"
|
|
},
|
|
{
|
|
"name": "Weight_density",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "25 kN/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Weight"
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
},
|
|
{
|
|
"name": "Tri31",
|
|
"book": "Surface_Elements",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Element_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Tri31"
|
|
],
|
|
"default": "Tri31",
|
|
"width_hint": null,
|
|
"help_text": "Constant strain triangular element",
|
|
"image": "img/Materials/Tri.png",
|
|
"state": null,
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|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
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|
"dependencies": [],
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"section_title": "General"
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|
},
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{
|
|
"name": "Compatible_materials",
|
|
"widget_type": "CB",
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|
"options": [
|
|
"_"
|
|
],
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"default": "nD Materials",
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|
"width_hint": null,
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"help_text": "",
|
|
"image": "",
|
|
"state": null,
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|
"tkwidgets": [
|
|
"TK_ElementWikiInfo"
|
|
],
|
|
"dependencies": [],
|
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"section_title": "General"
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},
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{
|
|
"name": "Material#MAT#(Multidimensional_(nD)_Materials,User_Materials)",
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"widget_type": "SCALAR",
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"options": [],
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|
"default": "Elastic_Isotropic",
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|
"width_hint": null,
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"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Material"
|
|
},
|
|
{
|
|
"name": "Plane_behavior",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"PlaneStrain",
|
|
"PlaneStress"
|
|
],
|
|
"default": "PlaneStrain",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Material"
|
|
},
|
|
{
|
|
"name": "PMY_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_PMY-ID"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "Material"
|
|
},
|
|
{
|
|
"name": "Thickness",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.0 m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Section_properties"
|
|
},
|
|
{
|
|
"name": "Surface_pressure",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Pressure"
|
|
},
|
|
{
|
|
"name": "Applied_on_the_global_axes",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
},
|
|
{
|
|
"name": "X-Direction",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kN/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
},
|
|
{
|
|
"name": "Y-Direction",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kN/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
},
|
|
{
|
|
"name": "Mass_density",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0ton/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
},
|
|
{
|
|
"name": "QuadUP",
|
|
"book": "Surface_Elements",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Element_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"QuadUP"
|
|
],
|
|
"default": "QuadUP",
|
|
"width_hint": null,
|
|
"help_text": "Four-node plane-strain element using bilinear isoparametric formulation",
|
|
"image": "img/Materials/Quad_Shell.png",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Compatible_materials",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "nD Materials",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Define_equal_translational_DOF_between_nodes_of_the_same_vertical_location",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "equalDOF commands are automatically printed for element nodes which share the same vertical (Y) location",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_ElementWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Material#MAT#(Multidimensional_(nD)_Materials,User_Materials)",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "PressureIndependMultiYield",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Material"
|
|
},
|
|
{
|
|
"name": "PMY_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_PMY-ID"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "Material"
|
|
},
|
|
{
|
|
"name": "Thickness",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.0m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Properties"
|
|
},
|
|
{
|
|
"name": "Combined_undrained_bulk_modulus_Bc",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "2.2GPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Properties"
|
|
},
|
|
{
|
|
"name": "Fluid_mass_density",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.0ton/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Properties"
|
|
},
|
|
{
|
|
"name": "Permeability_coefficient_in_horizontal_direction",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.0e-3 m/sec",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Properties"
|
|
},
|
|
{
|
|
"name": "Permeability_coefficient_in_vertical_direction",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.0e-3 m/sec",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Properties"
|
|
},
|
|
{
|
|
"name": "Update_permeabilities",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "Update permeabilities at the start of the selected interval (before analysis options)",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Update_permeabilities_at_interval",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Update_permeabilities_at_interval",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": "Properties"
|
|
},
|
|
{
|
|
"name": "Update_permeabilities_at_interval",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 3,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Properties"
|
|
},
|
|
{
|
|
"name": "Uniform_normal_traction",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0kPa",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Pressure"
|
|
},
|
|
{
|
|
"name": "X-acceleration",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0m/sec^2",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
},
|
|
{
|
|
"name": "Y-acceleration",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0m/sec^2",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"name": "Solid_Elements",
|
|
"source": "mat",
|
|
"entries": [
|
|
{
|
|
"name": "Standard_Brick_Element",
|
|
"book": "Solid_Elements",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Element_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"stdBrick"
|
|
],
|
|
"default": "stdBrick",
|
|
"width_hint": null,
|
|
"help_text": "An eight-node brick element using a trilinear isoparametric formulation",
|
|
"image": "img/Materials/Brick.png",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Compatible_materials",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"nD_Materials"
|
|
],
|
|
"default": "nD Materials",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_ElementWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": "General"
|
|
},
|
|
{
|
|
"name": "Material#MAT#(Multidimensional_(nD)_Materials,User_Materials)",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "Elastic_Isotropic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Material"
|
|
},
|
|
{
|
|
"name": "Applied_on_the_global_axes",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
},
|
|
{
|
|
"name": "X-Direction",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0kN/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
},
|
|
{
|
|
"name": "Y-Direction",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0kN/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
},
|
|
{
|
|
"name": "Z-Direction",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0kN/m^3",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": "Body_Forces"
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"name": "AutoZL",
|
|
"source": "mat",
|
|
"entries": [
|
|
{
|
|
"name": "Auto_Zero_Length",
|
|
"book": "AutoZL",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n\\tApply function creates extra points/nodes in Layer: AutoZL at the region\\n\\twhere existed points/nodes meet the topology criteria selected below.\\n\\tZero length elements will be then applied between existed model\\n\\tpoints/nodes and extra auto made points/nodes.\\n\\tClear function deletes every extra point from layer: AutoZL as well as\\n\\tzero length conditions applied by the Apply function.\\n\\n\\tDO NOT FORGET TO UPDATE WINDOW FOR EVERY MODIFICATION.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Element_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"AutoZL"
|
|
],
|
|
"default": "AutoZL",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Source",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Layer",
|
|
"All",
|
|
"Visible"
|
|
],
|
|
"default": "Layer",
|
|
"width_hint": null,
|
|
"help_text": "Layer: Points or Nodes from specific layer regardless the visibility\\nAll: all points or nodes regardless the visibility\\nVisible: Only visible points or nodes",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "Layer",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Layer_name",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "All",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Layer_name",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Visible",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Layer_name",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Layer_name",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "Layer0",
|
|
"width_hint": null,
|
|
"help_text": "Layer with name \"AutoZL\" will be ignored.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"GidUtils::TkwidgetGetLayername"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Criteria",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Any",
|
|
"Fixed",
|
|
"GT",
|
|
"GET",
|
|
"LT",
|
|
"LET",
|
|
"Between"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "GT: Greater than\\nGET: Greater/Equal than\\nLT: Less than\\nLET: Less/Equal than\\nBetween: inside (min,max) space including boundaries",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "Any",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Fixed",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "GT",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "GET",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "LT",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "LET",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Between",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Coordinate",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Min_X-Coordinate",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Max_X-Coordinate",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Criteria",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Any",
|
|
"Fixed",
|
|
"GT",
|
|
"GET",
|
|
"LT",
|
|
"LET",
|
|
"Between"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "GT: Greater than\\nGET: Greater/Equal than\\nLT: Less than\\nLET: Less/Equal than\\nBetween: inside (min,max) space including boundaries",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "Any",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Fixed",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "GT",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "GET",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "LT",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "LET",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Between",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Min_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Max_Y-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Coordinate",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Min_Y-Coordinate",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Max_Y-Coordinate",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Criteria",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Any",
|
|
"Fixed",
|
|
"GT",
|
|
"GET",
|
|
"LT",
|
|
"LET",
|
|
"Between"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "GT: Greater than\\nGET: Greater/Equal than\\nLT: Less than\\nLET: Less/Equal than\\nBetween: inside (min,max) space including boundaries",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "Any",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Fixed",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "GT",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "GET",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "LT",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "LET",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Between",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Min_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Max_Z-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Coordinate",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Min_Z-Coordinate",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Max_Z-Coordinate",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Extra_point/node_offset",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Offset",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Offset",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Offset",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Ux",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Ux_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Ux_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Ux_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Uy",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Uy_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Uy_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Uy_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "DISABLED",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Uz",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Uz_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Uz_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Uz_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "DISABLED",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Rx",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Rx_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Rx_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Rx_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "DISABLED",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Ry",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Ry_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Ry_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Ry_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "DISABLED",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Rz",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Rz_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Rz_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Rz_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "DISABLED",
|
|
"tkwidgets": [
|
|
"TK_ZeroLengthWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"ZeroLength::AutoCreate"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"ZeroLength::AutoClear"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "",
|
|
"condmeshtype": ""
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"name": "AutoEDOF",
|
|
"source": "mat",
|
|
"entries": [
|
|
{
|
|
"name": "Auto_equal_constraint",
|
|
"book": "AutoEDOF",
|
|
"source_type": "MATERIAL",
|
|
"comment": "\\n\\t",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Determine_master_node",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Existed",
|
|
"Extra"
|
|
],
|
|
"default": "Existed",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Source",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Layer",
|
|
"All",
|
|
"Visible"
|
|
],
|
|
"default": "Layer",
|
|
"width_hint": null,
|
|
"help_text": "Layer: Points or Nodes from specific layer regardless the visibility\\nAll: all points or nodes regardless the visibility\\nVisible: Only visible points or nodes",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "Layer",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Layer_name",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "All",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Layer_name",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Visible",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Layer_name",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Layer_name",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "Layer0",
|
|
"width_hint": null,
|
|
"help_text": "Layer with name \"AutoZL\" will be ignored.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"GidUtils::TkwidgetGetLayername"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Criteria",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Any",
|
|
"Fixed",
|
|
"GT",
|
|
"GET",
|
|
"LT",
|
|
"LET",
|
|
"Between"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "GT: Greater than\\nGET: Greater/Equal than\\nLT: Less than\\nLET: Less/Equal than\\nBetween: inside (min,max) space including boundaries",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "Any",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Fixed",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "GT",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "GET",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "LT",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "LET",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Min_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Max_X-Coordinate",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Between",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
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|
"field": "Z-Rotation",
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|
"target": "0"
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|
}
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|
]
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|
}
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|
],
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|
"section_title": null
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}
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|
],
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"condtype": "over surfaces",
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|
"condmeshtype": "over nodes"
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|
}
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|
]
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|
},
|
|
{
|
|
"name": "Loads",
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|
"source": "cnd",
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|
"entries": [
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|
{
|
|
"name": "Point_Forces",
|
|
"book": "Loads",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is assigned on points and is transferred on nodes.\\n\\tLoads are always applied in the ACTIVE interval.\\n\\tAfter assigning new loads DO NOT FORGET to regenerate the mesh.\\n",
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|
"image": "",
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|
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"fields": [
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{
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|
"name": "X-Force",
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"widget_type": "UNITS",
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"options": [],
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|
"default": "0.0 kN",
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|
"width_hint": null,
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"image": "",
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"state": null,
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"tkwidgets": [
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"TK_UpdateInfoBar"
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|
],
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"section_title": null
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},
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|
{
|
|
"name": "Y-Force",
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|
"widget_type": "UNITS",
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"options": [],
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|
"default": "0.0 kN",
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|
"width_hint": null,
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"image": "",
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"state": null,
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|
"tkwidgets": [],
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"dependencies": [],
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"section_title": null
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},
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{
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|
"name": "Z-Force",
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|
"widget_type": "UNITS",
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"options": [],
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|
"default": "0.0 kN",
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|
"width_hint": null,
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|
"help_text": "",
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|
"image": "",
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|
"state": null,
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|
"tkwidgets": [],
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|
"dependencies": [],
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"section_title": null
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},
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{
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|
"name": "X-Moment",
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|
"widget_type": "UNITS",
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"options": [],
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|
"default": "0.0 kNm",
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|
"width_hint": null,
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|
"help_text": "",
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"image": "",
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"state": null,
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|
"tkwidgets": [],
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|
"dependencies": [],
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"section_title": null
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},
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{
|
|
"name": "Y-Moment",
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|
"widget_type": "UNITS",
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|
"options": [],
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|
"default": "0.0 kNm",
|
|
"width_hint": null,
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|
"help_text": "",
|
|
"image": "",
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|
"state": null,
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|
"tkwidgets": [],
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|
"dependencies": [],
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"section_title": null
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},
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{
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|
"name": "Z-Moment",
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"widget_type": "UNITS",
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"options": [],
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|
"default": "0.0 kNm",
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|
"width_hint": null,
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|
"help_text": "",
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|
"image": "",
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|
"state": null,
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|
"tkwidgets": [],
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|
"dependencies": [],
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"section_title": null
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},
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{
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|
"name": "_",
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|
"widget_type": "CB",
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"options": [
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"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_ActiveIntervalinLoads"
|
|
],
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|
"dependencies": [],
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|
"section_title": null
|
|
},
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|
{
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|
"name": "_",
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|
"widget_type": "CB",
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|
"options": [
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|
"_"
|
|
],
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|
"default": "",
|
|
"width_hint": null,
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|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
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"tkwidgets": [
|
|
"TK_LoadsWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Line_Forces",
|
|
"book": "Loads",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is assigned on lines and is transferred on line nodes.\\n\\tLoads are always applied in the ACTIVE interval.\\n\\tAfter assigning new loads DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
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|
"fields": [
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{
|
|
"name": "X-Force",
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|
"widget_type": "UNITS",
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|
"options": [],
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|
"default": "0.0 kN",
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|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
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|
{
|
|
"name": "Y-Force",
|
|
"widget_type": "UNITS",
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|
"options": [],
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|
"default": "0.0 kN",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Force",
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|
"widget_type": "UNITS",
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|
"options": [],
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|
"default": "0.0 kN",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Moment",
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|
"widget_type": "UNITS",
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|
"options": [],
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|
"default": "0.0 kNm",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
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{
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|
"name": "Y-Moment",
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|
"widget_type": "UNITS",
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"options": [],
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"default": "0.0 kNm",
|
|
"width_hint": null,
|
|
"help_text": "",
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|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
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|
{
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|
"name": "Z-Moment",
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|
"widget_type": "UNITS",
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"options": [],
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|
"default": "0.0 kNm",
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|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
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|
{
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|
"name": "_",
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|
"widget_type": "CB",
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|
"options": [
|
|
"_"
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|
],
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|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_ActiveIntervalinLoads"
|
|
],
|
|
"dependencies": [],
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|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
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|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_LoadsWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over lines",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Surface_Forces",
|
|
"book": "Loads",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is assigned on surfaces and is transferred on nodes.\\n\\tLoads are always applied in the ACTIVE interval.\\n\\tAfter assigning new loads DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "X-Force",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kN",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
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|
{
|
|
"name": "Y-Force",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kN",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Force",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kN",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Moment",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kNm",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Moment",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kNm",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Moment",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kNm",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
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|
"tkwidgets": [],
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|
"dependencies": [],
|
|
"section_title": null
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},
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{
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|
"name": "_",
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|
"widget_type": "CB",
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"options": [
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|
"_"
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|
],
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|
"default": "",
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|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
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|
"tkwidgets": [
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|
"TK_ActiveIntervalinLoads"
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|
],
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|
"dependencies": [],
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|
"section_title": null
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},
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|
{
|
|
"name": "_",
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|
"widget_type": "CB",
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"options": [
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"_"
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|
],
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"default": "",
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"width_hint": null,
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"help_text": "",
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"image": "",
|
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"state": "HIDDEN",
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"tkwidgets": [
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"TK_LoadsWikiInfo"
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],
|
|
"dependencies": [],
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|
"section_title": null
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}
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|
],
|
|
"condtype": "over surfaces",
|
|
"condmeshtype": "over nodes"
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|
},
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|
{
|
|
"name": "Line_Uniform_Forces",
|
|
"book": "Loads",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is assigned on lines and is transferred on linear elements.\\n\\tLoads are always applied in the ACTIVE interval.\\n\\tAfter assigning new loads DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
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|
"fields": [
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|
{
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|
"name": "Uniform_load_along_line_longitudinal_axis",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kN/m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
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|
"tkwidgets": [
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|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Uniform_load_acting_in_local_y_direction",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 kN/m",
|
|
"width_hint": null,
|
|
"help_text": "",
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|
"image": "",
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|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
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|
"section_title": null
|
|
},
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|
{
|
|
"name": "Uniform_load_acting_in_local_z_direction",
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|
"widget_type": "UNITS",
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|
"options": [],
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|
"default": "0.0 kN/m",
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|
"width_hint": null,
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"help_text": "",
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"image": "",
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"state": null,
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"tkwidgets": [],
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"section_title": null
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},
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{
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"name": "_",
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"widget_type": "CB",
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"options": [
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"_"
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],
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"default": "",
|
|
"width_hint": null,
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|
"help_text": "",
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|
"image": "",
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|
"state": "HIDDEN",
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|
"tkwidgets": [
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"TK_LocalAxesInfo"
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],
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"dependencies": [],
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"section_title": null
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},
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{
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"name": "_",
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"widget_type": "CB",
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"options": [
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"_"
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],
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"default": "",
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|
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"help_text": "",
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},
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{
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"name": "_",
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"_"
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],
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"default": "",
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|
"width_hint": null,
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"help_text": "",
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|
"image": "",
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|
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],
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"section_title": null
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}
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],
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"condtype": "over lines",
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"condmeshtype": "over body elements"
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},
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{
|
|
"name": "Point_Displacements",
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|
"book": "Loads",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is assigned on points and is transferred on nodes.\\n\\tDisplacements are always applied in the ACTIVE interval.\\n\\tZero values are ignored. Use Restraint condition instead.\\n\\tAfter assigning new displacements DO NOT FORGET to regenerate the mesh.\\n",
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|
"image": "",
|
|
"tkwidgets": [],
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|
"fields": [
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|
{
|
|
"name": "X-Displacement",
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|
"widget_type": "UNITS",
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|
"options": [],
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|
"default": "0.0m",
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"width_hint": null,
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|
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|
"image": "",
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|
"state": null,
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|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
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|
},
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|
{
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|
"name": "Y-Displacement",
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|
"widget_type": "UNITS",
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"options": [],
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|
"default": "0.0m",
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|
"width_hint": null,
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|
"help_text": "",
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|
"image": "",
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|
"state": null,
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|
"tkwidgets": [],
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|
"dependencies": [],
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|
"section_title": null
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|
},
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{
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|
"name": "Z-Displacement",
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|
"widget_type": "UNITS",
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|
"options": [],
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|
"default": "0.0m",
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|
"width_hint": null,
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|
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|
"image": "",
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|
"state": null,
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|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
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|
},
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|
{
|
|
"name": "X-Rotation",
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|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 rad",
|
|
"width_hint": null,
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|
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|
"image": "",
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|
"state": null,
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|
"tkwidgets": [],
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|
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|
"section_title": null
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|
},
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|
{
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|
"name": "Y-Rotation",
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|
"widget_type": "UNITS",
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|
"options": [],
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|
"default": "0.0 rad",
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|
"width_hint": null,
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|
"help_text": "",
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|
"image": "",
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|
"state": null,
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|
"tkwidgets": [],
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|
"dependencies": [],
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|
"section_title": null
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|
},
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|
{
|
|
"name": "Z-Rotation",
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|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 rad",
|
|
"width_hint": null,
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|
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|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
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|
"section_title": null
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|
},
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|
{
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|
"name": "_",
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|
"widget_type": "CB",
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|
"options": [
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|
"_"
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|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
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|
"tkwidgets": [
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|
"TK_ActiveIntervalinLoads"
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],
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"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_DisplacementsWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Line_Displacements",
|
|
"book": "Loads",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is assigned on lines and is transferred on nodes.\\n\\tDisplacements are always applied in the ACTIVE interval.\\n\\tZero values are ignored. Use Restraint condition instead.\\n\\tAfter assigning new displacements DO NOT FORGET to regenerate the mesh\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "X-Displacement",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Displacement",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Displacement",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Rotation",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 rad",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Rotation",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 rad",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Rotation",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 rad",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_ActiveIntervalinLoads"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_DisplacementsWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over lines",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Surface_Displacements",
|
|
"book": "Loads",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is assigned on surfaces and is transferred on nodes.\\n\\tDisplacements are always applied in the ACTIVE interval.\\n\\tZero values are ignored. Use Restraint condition instead.\\n\\tAfter assigning new displacements DO NOT FORGET to regenerate the mesh\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "X-Displacement",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Displacement",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Displacement",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Rotation",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 rad",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Rotation",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 rad",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Rotation",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.0 rad",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_ActiveIntervalinLoads"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_DisplacementsWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over surfaces",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Point_Ground_Motion_from_Record",
|
|
"book": "Loads",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tYou can assign this condition using the defined records from the Records window.\\n\\tGround motion is applied always applied in the ACTIVE interval.\\n\\tAfter assigning new ground motion DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Record_file",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Records"
|
|
],
|
|
"default": "Ground_Motion_Record",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Ground_motion_direction",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Ux",
|
|
"Uy",
|
|
"Uz",
|
|
"Rx",
|
|
"Ry",
|
|
"Rz"
|
|
],
|
|
"default": "Ux",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_OpenRecordsWindow"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_ActiveIntervalinLoads"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Point_Sine_Ground_Motion",
|
|
"book": "Loads",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tGround motion is applied always applied in the ACTIVE interval.\\n\\tAfter assigning new ground motion DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Acceleration",
|
|
"Displacement"
|
|
],
|
|
"default": "Displacement",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "Acceleration",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Acceleration_Amplitude",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Displacement_Amplitude",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Displacement",
|
|
"actions": [
|
|
{
|
|
"action": "HIDE",
|
|
"field": "Acceleration_Amplitude",
|
|
"target": "#CURRENT#"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Displacement_Amplitude",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Ground_motion_direction",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Ux",
|
|
"Uy",
|
|
"Uz",
|
|
"Rx",
|
|
"Ry",
|
|
"Rz"
|
|
],
|
|
"default": "Ux",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Acceleration_Amplitude",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.0m/s^2",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Displacement_Amplitude",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "1.0m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Period",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.6sec",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Duration",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "10sec",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Shift",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_ActiveIntervalinLoads"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"name": "Constraints",
|
|
"source": "cnd",
|
|
"entries": [
|
|
{
|
|
"name": "Point_Equal_constraint_master_node",
|
|
"book": "Constraints",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tYou must assign this condition to ONE point that will be the master node for the selected ID. \\n\\tEach equal constraint group should have a unique ID.\\n\\t\\It is recommended to apply equal constraints in the FIRST interval only.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Equal_constraint_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "Give a positive integer number for body constraint group.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_EqualDOFWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"EqualDOF::AutoOptionsButton"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Point_Equal_constraint_slave_nodes",
|
|
"book": "Constraints",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tYou can assign this condition to more than 1 points/nodes, for each equal constraint ID.\\n\\tEach equal constraint group should have a unique ID.\\n\\tFor more than 1 points/nodes, the constraint is applied in point/node pairs.\\n\\t\\It is recommended to apply equal constraints in the FIRST interval only.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Equal_constraint_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "Give a positive integer number for body constraint group.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Translation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Translation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Translation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Rotation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Rotation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Rotation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_EqualDOFWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Line_Equal_constraint_slave_nodes",
|
|
"book": "Constraints",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tLine constraints will be transferred to all respective line nodes.\\n\\tIt is recommended to use this condition in case of fine line mesh that more than 2 nodes will be generated.\\n\\tEach equal constraint group should have a unique ID.\\n\\t\\It is recommended to apply line constraints in the FIRST interval only.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Equal_constraint_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "Enter a positive integer number for the equal constraint.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Translation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Translation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Translation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Rotation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Rotation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Rotation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_EqualDOFWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over lines",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Point_Rigid_link_master_node",
|
|
"book": "Constraints",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tYou must assign this condition to ONE point that will be the master node for the selected ID. \\n\\tEach rigid link group should have a unique ID.\\n\\tIt is recommended to apply rigid link in the FIRST interval only.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Rigid_link_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_RigidLinkWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Point_Rigid_link_slave_nodes",
|
|
"book": "Constraints",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tYou can assign this condition to more than 1 points/nodes, for each rigid link ID.\\n\\tEach rigid link group should have a unique ID.\\n\\tFor more than 1 points/nodes, the constraint is applied in point/node pairs.\\n\\tIt is recommended to apply rigid link in the FIRST interval only.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Rigid_link_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "Give a positive integer number for body constraint group.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Rigid_link_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Bar",
|
|
"Beam"
|
|
],
|
|
"default": "Beam",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_RigidLinkWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Line_Rigid_link_slave_nodes",
|
|
"book": "Constraints",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tLine constraints will be transferred to all respective line nodes.\\n\\tIt is recommended to use this condition in case of fine line mesh that more than 2 nodes will be generated.\\n\\tEach rigid link group should have a unique ID.\\n\\tFor more than 1 points/nodes, the constraint is applied in point/node pairs.\\n\\tIt is recommended to apply rigid link in the FIRST interval only.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Rigid_link_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "Give a positive integer number for body constraint group.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Rigid_link_type",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Bar",
|
|
"Beam"
|
|
],
|
|
"default": "Beam",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_RigidLinkWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over lines",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Point_Rigid_diaphragm_master_node",
|
|
"book": "Constraints",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition must be assigned to ONE point that will be the master node for the selected ID group. \\n\\tEach rigid diaphragm must have a unique ID.\\n\\tThe rigid plane can be selected on the corresponding condition for slave nodes\\n\\tIn Interval data, a 'Transformation' or 'Lagrange' constraint handler type should be selected.\\n\\t\\It is recommended to apply rigid diaphragms in the FIRST interval only.\\n\\tMaster node fixities are automatically assigned depending on the rigid plane.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Diaphragm_ID_number",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "-",
|
|
"width_hint": 4,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Rigid_diaphragm_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_RigidDiaphragmWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Point_Rigid_diaphragm_slave_nodes",
|
|
"book": "Constraints",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is assigned to points and will be transferred to all respective nodes.\\n\\tEach rigid diaphragm must have a ID.\\n\\tIn Interval data, a 'Transformation' or 'Lagrange' constraint handler type should be selected.\\n\\t\\It is recommended to apply rigid diaphragms in the FIRST interval only.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Diaphragm_ID_number",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "-",
|
|
"width_hint": 4,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Rigid_diaphragm_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Rigid_plane",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"XY",
|
|
"YZ",
|
|
"ZX"
|
|
],
|
|
"default": "XY",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_RigidDiaphragmWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Line_Rigid_diaphragm_slave_nodes",
|
|
"book": "Constraints",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is assigned to lines and will be transferred to all respective line nodes.\\n\\tIt is recommended to use this condition in case of fine line mesh that more than 2 nodes will be generated.\\n\\tEach rigid diaphragm must have a unique ID.\\n\\tIn Interval data, a 'Transformation' or 'Lagrange' constraint handler type should be selected.\\n\\t\\It is recommended to apply rigid diaphragms in the FIRST interval only.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Diaphragm_ID_number",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "-",
|
|
"width_hint": 4,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Rigid_diaphragm_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Rigid_plane",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"XY",
|
|
"YZ",
|
|
"ZX"
|
|
],
|
|
"default": "XY",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_RigidDiaphragmWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over lines",
|
|
"condmeshtype": "over nodes"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"name": "Mass/Damping",
|
|
"source": "cnd",
|
|
"entries": [
|
|
{
|
|
"name": "Point_Mass",
|
|
"book": "Mass/Damping",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is assigned to points and is transferred to nodes.\\n\\t\\It is recommended to apply masses in the FIRST interval only.\\n\\tAfter assigning new masses DO NOT FORGET to regenerate the mesh.\\n",
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":"
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{
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{
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"TK_MassWikiInfo"
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],
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}
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],
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"condtype": "over points",
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"condmeshtype": "over nodes"
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},
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{
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"name": "Line_Mass",
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"book": "Mass/Damping",
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"source_type": "CONDITION",
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"comment": "\\n\\tThis condition is assigned to lines and is transferred to line nodes.\\n\\t\\It is recommended to apply masses in the FIRST interval only.\\n\\tAfter assigning new masses DO NOT FORGET to regenerate the mesh.\\n",
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"image": "",
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":"
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],
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"TK_UpdateInfoBar"
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],
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},
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{
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"name": "X-Direction",
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{
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"name": "Y-Rotation",
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"widget_type": "UNITS",
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"options": [],
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"default": "0.0ton",
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"width_hint": null,
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"help_text": "",
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"state": null,
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"section_title": null
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},
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{
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"name": "Z-Rotation",
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"widget_type": "UNITS",
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"options": [],
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"default": "0.0ton",
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"width_hint": null,
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"help_text": "",
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"image": "",
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"state": null,
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"tkwidgets": [
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"TK_MassWikiInfo"
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],
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"dependencies": [],
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"section_title": null
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}
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],
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"condtype": "over lines",
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"condmeshtype": "over nodes"
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},
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{
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"name": "Surface_Mass",
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"book": "Mass/Damping",
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"source_type": "CONDITION",
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"comment": "\\n\\tThis condition is assigned to surfaces and is transferred to surface nodes.\\n\\t\\It is recommended to apply masses in the FIRST interval only.\\n\\tAfter assigning new masses DO NOT FORGET to regenerate the mesh.\\n",
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"image": "",
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"tkwidgets": [],
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"fields": [
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{
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"name": "Mass_DOF_values",
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":"
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],
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"default": ":",
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],
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{
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"name": "X-Direction",
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"image": "",
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"state": null,
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"dependencies": [],
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"section_title": null
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},
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{
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"name": "Z-Direction",
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"widget_type": "UNITS",
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},
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{
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"name": "X-Rotation",
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"default": "0.0ton",
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"width_hint": null,
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"help_text": "",
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"image": "",
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"state": null,
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"dependencies": [],
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},
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{
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"name": "Y-Rotation",
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"widget_type": "UNITS",
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"options": [],
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"default": "0.0ton",
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"width_hint": null,
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"help_text": "",
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": null
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},
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{
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"name": "Z-Rotation",
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"widget_type": "UNITS",
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"options": [],
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"default": "0.0ton",
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"width_hint": null,
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"help_text": "",
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"image": "",
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"state": null,
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"TK_MassWikiInfo"
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],
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"dependencies": [],
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"section_title": null
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}
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],
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"condtype": "over surfaces",
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"condmeshtype": "over nodes"
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},
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{
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"name": "Volume_Mass",
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"book": "Mass/Damping",
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"source_type": "CONDITION",
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"comment": "\\n\\tThis condition is assigned to volumes and is transferred to their nodes.\\n\\t\\It is recommended to apply masses in the FIRST interval only.\\n\\tAfter assigning new masses DO NOT FORGET to regenerate the mesh.\\n",
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"image": "",
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"tkwidgets": [],
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"fields": [
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{
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"name": "Mass_DOF_values",
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"widget_type": "CB",
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":"
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],
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"default": ":",
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"help_text": "",
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"image": "",
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"state": null,
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"tkwidgets": [
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"TK_UpdateInfoBar"
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],
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"dependencies": [],
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"section_title": null
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},
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{
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"name": "X-Direction",
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"image": "",
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"section_title": null
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},
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{
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"name": "Y-Direction",
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"width_hint": null,
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},
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{
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"name": "Z-Direction",
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"options": [],
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"default": "0.0ton",
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"width_hint": null,
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"image": "",
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"state": null,
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"dependencies": [],
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},
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{
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"name": "X-Rotation",
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"default": "0.0ton",
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"width_hint": null,
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"help_text": "",
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"state": null,
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"dependencies": [],
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},
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{
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"name": "Y-Rotation",
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"widget_type": "UNITS",
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"options": [],
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"default": "0.0ton",
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"width_hint": null,
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"help_text": "",
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"image": "",
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"state": null,
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"dependencies": [],
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"section_title": null
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},
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{
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"name": "Z-Rotation",
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"widget_type": "UNITS",
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"options": [],
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"default": "0.0ton",
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"width_hint": null,
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"help_text": "",
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"image": "",
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"state": null,
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"tkwidgets": [
|
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"TK_MassWikiInfo"
|
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],
|
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"dependencies": [],
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"section_title": null
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}
|
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],
|
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"condtype": "over volumes",
|
|
"condmeshtype": "over nodes"
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},
|
|
{
|
|
"name": "Line_Rayleigh_Damping-Elements",
|
|
"book": "Mass/Damping",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is used to assign rayleigh damping parameters to line elements.\\n\\tIt includes all these elements and all the connected nodes.\\n\\tIt is assigned to lines and is transferred to line elements.\\n\\tRegion IDs must be SEPERATE between Element and Node Damping.\\n\\tAfter assigning new damping DO NOT FORGET to regenerate the mesh.\\n",
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"image": "",
|
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"tkwidgets": [],
|
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"fields": [
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{
|
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"name": "Region_ID",
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"widget_type": "SCALAR",
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"options": [],
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"default": "1",
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"width_hint": 5,
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"help_text": "",
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"image": "",
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"state": null,
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"tkwidgets": [
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"TK_UpdateInfoBar"
|
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],
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"dependencies": [],
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"section_title": null
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},
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|
{
|
|
"name": "alphaM",
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|
"widget_type": "SCALAR",
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"options": [],
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"default": "0.0",
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"width_hint": 10,
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"help_text": "",
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"image": "",
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"state": null,
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"dependencies": [],
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"section_title": null
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},
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{
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"name": "betaK",
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"widget_type": "SCALAR",
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"default": "0.0",
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},
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{
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"name": "betaKinit",
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"image": "",
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"state": null,
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"dependencies": [],
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"section_title": null
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|
},
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{
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"name": "betaKcomm",
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"widget_type": "SCALAR",
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"default": "0.0",
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"width_hint": 10,
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"image": "",
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"state": null,
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],
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|
"section_title": null
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}
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|
],
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|
"condtype": "over lines",
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|
"condmeshtype": "over body elements"
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|
},
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|
{
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|
"name": "Surface_Rayleigh_Damping-Elements",
|
|
"book": "Mass/Damping",
|
|
"source_type": "CONDITION",
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|
"comment": "\\n\\tThis condition is used to assign rayleigh damping parameters to surface elements.\\n\\tIt includes all these elements and all the connected nodes.\\n\\tIt is assigned to surfaces and is transferred to surface elements.\\n\\tRegion IDs must be SEPERATE between Element and Node Damping.\\n\\tAfter assigning new damping DO NOT FORGET to regenerate the mesh.\\n",
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|
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"fields": [
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{
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|
"name": "Region_ID",
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|
"widget_type": "SCALAR",
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"options": [],
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"default": "1",
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|
"width_hint": 5,
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|
"help_text": "",
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|
"image": "",
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|
"state": null,
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|
"tkwidgets": [
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|
"TK_UpdateInfoBar"
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],
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"dependencies": [],
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|
"section_title": null
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},
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{
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|
"name": "alphaM",
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"widget_type": "SCALAR",
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"options": [],
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"default": "0.0",
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"width_hint": 10,
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|
"help_text": "",
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": null
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},
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{
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|
"name": "betaK",
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|
"widget_type": "SCALAR",
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|
"options": [],
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|
"default": "0.0",
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|
"width_hint": 10,
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|
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"image": "",
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"state": null,
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"tkwidgets": [],
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"dependencies": [],
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"section_title": null
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|
},
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|
{
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|
"name": "betaKinit",
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|
"widget_type": "SCALAR",
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|
"options": [],
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|
"default": "0.0",
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|
"width_hint": 10,
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|
"help_text": "",
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|
"image": "",
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|
"state": null,
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|
"tkwidgets": [],
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|
"dependencies": [],
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|
"section_title": null
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},
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{
|
|
"name": "betaKcomm",
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|
"widget_type": "SCALAR",
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"options": [],
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|
"default": "0.0",
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|
"width_hint": 10,
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"help_text": "",
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"image": "",
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|
"state": null,
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"tkwidgets": [
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|
"TK_RegionWikiInfo"
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],
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"dependencies": [],
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}
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],
|
|
"condtype": "over surfaces",
|
|
"condmeshtype": "over body elements"
|
|
},
|
|
{
|
|
"name": "Volume_Rayleigh_Damping-Elements",
|
|
"book": "Mass/Damping",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is used to assign rayleigh damping parameters to volume elements.\\n\\tIt includes all these elements and all the connected nodes.\\n\\tIt is assigned to volumes and is transferred to volume elements.\\n\\tRegion IDs must be SEPERATE between Element and Node Damping.\\n\\tAfter assigning new damping DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Region_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 5,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "alphaM",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaK",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaKinit",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaKcomm",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_RegionWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over volumes",
|
|
"condmeshtype": "over body elements"
|
|
},
|
|
{
|
|
"name": "Point_Rayleigh_Damping-Nodes",
|
|
"book": "Mass/Damping",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is used to assign rayleigh damping parameters to nodes.\\n\\tIt includes all these nodes and all elements of which all nodes are selected.\\n\\tIt is assigned to points and is transferred to the corresponding nodes.\\n\\tRegion IDs must be SEPERATE between Element and Node Damping.\\n\\tAfter assigning new damping DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Region_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 5,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "alphaM",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaK",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaKinit",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaKcomm",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_RegionWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Line_Rayleigh_Damping-Nodes",
|
|
"book": "Mass/Damping",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is used to assign rayleigh damping parameters to line nodes.\\n\\tIt includes all these nodes and all elements of which all nodes are selected.\\n\\tIt is assigned to lines and is transferred to line nodes.\\n\\tRegion IDs must be SEPERATE between Element and Node Damping.\\n\\tAfter assigning new damping DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Region_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 5,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "alphaM",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaK",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaKinit",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaKcomm",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_RegionWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over lines",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Surface_Rayleigh_Damping-Nodes",
|
|
"book": "Mass/Damping",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is used to assign rayleigh damping parameters to surface nodes.\\n\\tIt includes all these nodes and all elements of which all nodes are selected.\\n\\tIt is assigned to surfaces and is transferred to surface nodes.\\n\\tRegion IDs must be SEPERATE between Element and Node Damping.\\n\\tAfter assigning new damping DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Region_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 5,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "alphaM",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaK",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaKinit",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaKcomm",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_RegionWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over surfaces",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Volume_Rayleigh_Damping-Nodes",
|
|
"book": "Mass/Damping",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is used to assign rayleigh damping parameters to volume nodes.\\n\\tIt includes all these nodes and all elements of which all nodes are selected.\\n\\tIt is assigned to volumes and is transferred to volume nodes.\\n\\tRegion IDs must be SEPERATE between Element and Node Damping.\\n\\tAfter assigning new damping DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Region_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 5,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "alphaM",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaK",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaKinit",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "betaKcomm",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "0.0",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_RegionWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over volumes",
|
|
"condmeshtype": "over nodes"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"name": "ZeroLength_Elements",
|
|
"source": "cnd",
|
|
"entries": [
|
|
{
|
|
"name": "Point_ZeroLength",
|
|
"book": "ZeroLength_Elements",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tEach group of ZeroLength elements must have a unique ID.\\n\\tEach ZeroLength ID must be assigned on at least 2 points/nodes with the same coordinates.\\n\\tFor more than 2 points/nodes, the element is applied in point/node pairs.\\n\\tZero Length Element's Nodes must have same dof.\\n\\tAfter assigning new zero length elements DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "ZeroLength_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"ZeroLength::CheckFieldValues"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Ux",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Ux_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Ux_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Ux_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials",
|
|
"User_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Uy",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Uy_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Uy_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Uy_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials",
|
|
"User_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "DISABLED",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Uz",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Uz_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Uz_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Uz_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials",
|
|
"User_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "DISABLED",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Rx",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Rx_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Rx_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Rx_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials",
|
|
"User_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "DISABLED",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Ry",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Ry_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Ry_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Ry_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials",
|
|
"User_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "DISABLED",
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Activate_Rz",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"0",
|
|
"1"
|
|
],
|
|
"default": "0",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "0",
|
|
"actions": [
|
|
{
|
|
"action": "SET",
|
|
"field": "Rz_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "1",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Rz_material",
|
|
"target": "#CURRENT#"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Rz_material",
|
|
"widget_type": "MAT",
|
|
"options": [
|
|
"Standard_Uniaxial_Materials",
|
|
"Uniaxial_Steel_Materials",
|
|
"Combined_Materials",
|
|
"User_Materials"
|
|
],
|
|
"default": "Elastic",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "DISABLED",
|
|
"tkwidgets": [
|
|
"TK_ZeroLengthWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Auto_options",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"ZeroLength::AutoOptionsButton"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Line_Beam_contact_master_end_nodes",
|
|
"book": "ZeroLength_Elements",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is applied to lines and assigned to their body elements.\\n\\tThese lines should be meshed at 1 only linear element!\\n\\t",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Beam_contact_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over lines",
|
|
"condmeshtype": "over body elements"
|
|
},
|
|
{
|
|
"name": "Point_Beam_contact_slave_nodes",
|
|
"book": "ZeroLength_Elements",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tThis condition is applied to points and assigned to nodes.\\n\\tAssign this condition in the corresponding interval\\n\\tyou want to activate contact.\\n\\t",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Beam_contact_ID",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"BeamContact::CheckFieldValues"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Contact_material#MAT#(Multidimensional_(nD)_Materials,User_Materials)",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "Contact",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Width/Radius",
|
|
"widget_type": "UNITS",
|
|
"options": [],
|
|
"default": "0.25m",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Gap_tolerance",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1.0e-10",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Force_tolerance",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1.0e-10",
|
|
"width_hint": 10,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Initial_assumption",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Contact",
|
|
"No_Contact"
|
|
],
|
|
"default": "Contact",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"name": "Old_Conditions",
|
|
"source": "cnd",
|
|
"entries": [
|
|
{
|
|
"name": "Point_Body_constraint_master_node",
|
|
"book": "Old_Conditions",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tYou must assign this condition to ONE point that will be the master node for the selected ID. \\n\\tEach body constraint group should have a unique positive integer ID number.\\n\\t\\It is recommended to apply body constraints in the FIRST interval only.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Body_constraint_ID_number",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 4,
|
|
"help_text": "Give a positive integer number for body constraint group.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_EqualDOFWikiInfo"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "_",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"_"
|
|
],
|
|
"default": "",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": "HIDDEN",
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Point_Body_constraint_slave_nodes",
|
|
"book": "Old_Conditions",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tYou can assign this condition to more than 1 points/nodes, for each body constraint ID.\\n\\tEach body constraint group should have a unique positive integer ID number.\\n\\tFor more than 1 points/nodes, the constraint is applied in point/node pairs.\\n\\t\\It is recommended to apply body constraints in the FIRST interval only.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Body_constraint_ID_number",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 4,
|
|
"help_text": "Give a positive integer number for body constraint group.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_UpdateInfoBar"
|
|
],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Translation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Translation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Translation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "X-Rotation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Y-Rotation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Z-Rotation",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"1",
|
|
"0"
|
|
],
|
|
"default": "1",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [],
|
|
"dependencies": [],
|
|
"section_title": null
|
|
},
|
|
{
|
|
"name": "Fast_constraints",
|
|
"widget_type": "CB",
|
|
"options": [
|
|
"Pinned_Connection",
|
|
"Fixed_Connection"
|
|
],
|
|
"default": "Bar",
|
|
"width_hint": null,
|
|
"help_text": "",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
"TK_EqualDOFWikiInfo"
|
|
],
|
|
"dependencies": [
|
|
{
|
|
"trigger": "Pinned_Connection",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Translation",
|
|
"target": "1"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Y-Translation",
|
|
"target": "1"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Z-Translation",
|
|
"target": "1"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Rotation",
|
|
"target": "0"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Y-Rotation",
|
|
"target": "0"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Z-Rotation",
|
|
"target": "0"
|
|
}
|
|
]
|
|
},
|
|
{
|
|
"trigger": "Fixed_Connection",
|
|
"actions": [
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Translation",
|
|
"target": "1"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Y-Translation",
|
|
"target": "1"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Z-Translation",
|
|
"target": "1"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "X-Rotation",
|
|
"target": "1"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Y-Rotation",
|
|
"target": "1"
|
|
},
|
|
{
|
|
"action": "RESTORE",
|
|
"field": "Z-Rotation",
|
|
"target": "1"
|
|
}
|
|
]
|
|
}
|
|
],
|
|
"section_title": null
|
|
}
|
|
],
|
|
"condtype": "over points",
|
|
"condmeshtype": "over nodes"
|
|
},
|
|
{
|
|
"name": "Line_Body_constraint_slave_nodes",
|
|
"book": "Old_Conditions",
|
|
"source_type": "CONDITION",
|
|
"comment": "\\n\\tLine constraints will be transferred to all respective line nodes.\\n\\tIt is recommended to use this condition in case of fine line mesh that more than 2 nodes will be generated.\\n\\tEach body constraint group should have a unique positive integer ID number.\\n\\t\\It is recommended to apply line constraints in the FIRST interval only.\\n\\tAfter assigning new constraints DO NOT FORGET to regenerate the mesh.\\n",
|
|
"image": "",
|
|
"tkwidgets": [],
|
|
"fields": [
|
|
{
|
|
"name": "Line_constraint_ID_number",
|
|
"widget_type": "SCALAR",
|
|
"options": [],
|
|
"default": "1",
|
|
"width_hint": 4,
|
|
"help_text": "Enter a positive integer number for the body constraint.",
|
|
"image": "",
|
|
"state": null,
|
|
"tkwidgets": [
|
|
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{
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"name": "ZeroLength",
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"book": "Old_Conditions",
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"source_type": "CONDITION",
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"comment": "\\n\\tEach group of ZeroLength elements must have a unique integer ID number.\\n\\tEach ZeroLength ID must be assigned on at least 2 points/nodes with the same coordinates.\\n\\tFor more than 2 points/nodes, the element is applied in point/node pairs.\\n\\tZero Length Element's Nodes must have same dof.\\n\\tAfter assigning new zero length elements DO NOT FORGET to regenerate the mesh.\\n",
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}
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],
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}
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]
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}
|
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]
|
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} |