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OpenSees.cnd
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OpenSees.cnd
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# GiD + OpenSees Interface - An Integrated FEA Platform
# Copyright (C) 2016-2020
#
# Lab of R/C and Masonry Structures
# School of Civil Engineering, AUTh
#
# Development Team
#
# T. Kartalis-Kaounis, Dipl. Eng. AUTh, MSc
# V.K. Papanikolaou, Dipl. Eng., MSc DIC, PhD, Asst. Prof. AUTh
#
# Project Contributors
#
# F. Derveni, Dipl. Eng. AUTh
# V.K. Protopapadakis, Dipl. Eng. AUTh, MSc
# T. Papadopoulos, Dipl. Eng. AUTh, MSc
# T. Zachariadis, Dipl. Eng. AUTh, MSc
#
# This program is free software: you can redistribute it and/or modify
# it under the terms of the GNU General Public License as published by
# the Free Software Foundation, either version 3 of the License, or
# (at your option) any later version.
#
# This program is distributed in the hope that it will be useful,
# but WITHOUT ANY WARRANTY; without even the implied warranty of
# MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
# GNU General Public License for more details.
#
# You should have received a copy of the GNU General Public License
# along with this program. If not, see <http://www.gnu.org/licenses/>.
#
# Conditions file
#
BOOK: Restraints
CONDITION: Point_Restraints
CONDTYPE: over points
CONDMESHTYPE: over nodes
COMMENT: \n\tThis condition is assigned on points and is transferred on nodes.\n\t\It is recommended to apply restraints in the FIRST interval only.\n\tAfter assigning new restraints DO NOT FORGET to regenerate the mesh.\n
QUESTION: X-Translation#CB#(1,0)
VALUE: 1
TKWIDGET: TK_UpdateInfoBar
QUESTION: Y-Translation#CB#(1,0)
VALUE: 1
QUESTION: Z-Translation#CB#(1,0)
VALUE: 1
QUESTION: X-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Y-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Z-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Fluid-Pressure#CB#(1,0)
VALUE: 0
QUESTION: Fast_restraints#CB#(Fix_XYZ,Fix_XY,Fix_XZ,Fix_YZ,Pin_XYZ,Pin_XY,Pin_XZ,Pin_YZ)
VALUE: Fix XYZ
DEPENDENCIES: (Fix_XYZ,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Rotation,1,RESTORE,Y-Rotation,1,RESTORE,Z-Rotation,1)
DEPENDENCIES: (Fix_XY,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Rotation,1,RESTORE,Z-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0)
DEPENDENCIES: (Fix_XZ,RESTORE,X-Translation,1,RESTORE,Z-Translation,1,RESTORE,Y-Rotation,1,RESTORE,Y-Translation,0,RESTORE,X-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Fix_YZ,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Rotation,1,RESTORE,X-Translation,0,RESTORE,Z-Rotation,0,RESTORE,Y-Rotation,0)
DEPENDENCIES: (Pin_XYZ,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Pin_XY,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Pin_XZ,RESTORE,X-Translation,1,RESTORE,Z-Translation,1,RESTORE,Y-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Pin_YZ,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
TKWIDGET: TK_RestraintsWikiInfo
END CONDITION
CONDITION: Line_Restraints
CONDTYPE: over lines
CONDMESHTYPE: over nodes
COMMENT: \n\tThis condition is assigned on lines and is transferred on line nodes.\n\t\It is recommended to apply restraints in the FIRST interval only.\n\tAfter assigning new restraints DO NOT FORGET to regenerate the mesh.\n
QUESTION: X-Translation#CB#(1,0)
VALUE: 1
QUESTION: Y-Translation#CB#(1,0)
VALUE: 1
QUESTION: Z-Translation#CB#(1,0)
VALUE: 1
QUESTION: X-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Y-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Z-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Fluid-Pressure#CB#(1,0)
VALUE: 0
QUESTION: Fast_restraints#CB#(Fix_XYZ,Fix_XY,Fix_XZ,Fix_YZ,Pin_XYZ,Pin_XY,Pin_XZ,Pin_YZ)
VALUE: Fix XYZ
DEPENDENCIES: (Fix_XYZ,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Rotation,1,RESTORE,Y-Rotation,1,RESTORE,Z-Rotation,1)
DEPENDENCIES: (Fix_XY,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Rotation,1,RESTORE,Z-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0)
DEPENDENCIES: (Fix_XZ,RESTORE,X-Translation,1,RESTORE,Z-Translation,1,RESTORE,Y-Rotation,1,RESTORE,Y-Translation,0,RESTORE,X-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Fix_YZ,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Rotation,1,RESTORE,X-Translation,0,RESTORE,Z-Rotation,0,RESTORE,Y-Rotation,0)
DEPENDENCIES: (Pin_XYZ,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Pin_XY,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Pin_XZ,RESTORE,X-Translation,1,RESTORE,Z-Translation,1,RESTORE,Y-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Pin_YZ,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
TKWIDGET: TK_RestraintsWikiInfo
END CONDITION
CONDITION: Surface_Restraints
CONDTYPE: over surfaces
CONDMESHTYPE: over nodes
COMMENT: \n\tThis condition is assigned on surfaces and is transferred on surface nodes.\n\t\It is recommended to apply restraints in the FIRST interval only.\n\tAfter assigning new restraints DO NOT FORGET to regenerate the mesh.\n
QUESTION: X-Translation#CB#(1,0)
VALUE: 1
QUESTION: Y-Translation#CB#(1,0)
VALUE: 1
QUESTION: Z-Translation#CB#(1,0)
VALUE: 1
QUESTION: X-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Y-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Z-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Fluid-Pressure#CB#(1,0)
VALUE: 0
QUESTION: Fast_restraints#CB#(Fix_XYZ,Fix_XY,Fix_XZ,Fix_YZ,Pin_XYZ,Pin_XY,Pin_XZ,Pin_YZ)
VALUE: Fix XYZ
DEPENDENCIES: (Fix_XYZ,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Rotation,1,RESTORE,Y-Rotation,1,RESTORE,Z-Rotation,1)
DEPENDENCIES: (Fix_XY,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Rotation,1,RESTORE,Z-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0)
DEPENDENCIES: (Fix_XZ,RESTORE,X-Translation,1,RESTORE,Z-Translation,1,RESTORE,Y-Rotation,1,RESTORE,Y-Translation,0,RESTORE,X-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Fix_YZ,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Rotation,1,RESTORE,X-Translation,0,RESTORE,Z-Rotation,0,RESTORE,Y-Rotation,0)
DEPENDENCIES: (Pin_XYZ,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Pin_XY,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Pin_XZ,RESTORE,X-Translation,1,RESTORE,Z-Translation,1,RESTORE,Y-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
DEPENDENCIES: (Pin_YZ,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Translation,0,RESTORE,X-Rotation,0,RESTORE,Y-Rotation,0,RESTORE,Z-Rotation,0)
TKWIDGET: TK_RestraintsWikiInfo
END CONDITION
BOOK: Joints
CONDITION: Line_Slab_Joint_Leader
CONDTYPE: over lines
CONDMESHTYPE: over nodes
CANREPEAT: no
COMMENT: \tApply condition over the leader joint face of the slab.\n
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
QUESTION: connection_type#CB#(rigid_link,equal_DOF,common_nodes,finite)
VALUE: equal_DOF
DEPENDENCIES: (rigid_link,RESTORE,Rigid_link_type,#CURRENT#,HIDE,X-Translation,#CURRENT#,HIDE,Y-Translation,#CURRENT#,HIDE,Z-Translation,#CURRENT#,HIDE,X-Rotation,#CURRENT#,HIDE,Y-Rotation,#CURRENT#,HIDE,Z-Rotation,#CURRENT#,HIDE,Joint_spring,#CURRENT#)
DEPENDENCIES: (equal_DOF,HIDE,Rigid_link_type,#CURRENT#,RESTORE,X-Translation,#CURRENT#,RESTORE,Y-Translation,#CURRENT#,RESTORE,Z-Translation,#CURRENT#,RESTORE,X-Rotation,#CURRENT#,RESTORE,Y-Rotation,#CURRENT#,RESTORE,Z-Rotation,#CURRENT#,HIDE,Joint_spring,#CURRENT#)
DEPENDENCIES: (common_nodes,HIDE,Rigid_link_type,#CURRENT#,HIDE,X-Translation,#CURRENT#,HIDE,Y-Translation,#CURRENT#,HIDE,Z-Translation,#CURRENT#,HIDE,X-Rotation,#CURRENT#,HIDE,Y-Rotation,#CURRENT#,HIDE,Z-Rotation,#CURRENT#,HIDE,Joint_spring,#CURRENT#)
DEPENDENCIES: (finite,HIDE,Rigid_link_type,#CURRENT#,HIDE,X-Translation,#CURRENT#,HIDE,Y-Translation,#CURRENT#,HIDE,Z-Translation,#CURRENT#,HIDE,X-Rotation,#CURRENT#,HIDE,Y-Rotation,#CURRENT#,HIDE,Z-Rotation,#CURRENT#,RESTORE,Joint_spring,#CURRENT#)
QUESTION: Rigid_link_type#CB#(Bar,Beam)
VALUE: Beam
QUESTION: X-Translation#CB#(1,0)
VALUE: 1
QUESTION: Y-Translation#CB#(1,0)
VALUE: 1
QUESTION: Z-Translation#CB#(1,0)
VALUE: 1
QUESTION: X-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Y-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Z-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Joint_spring
VALUE: place-holder: does nothing!!
STATE: DISABLED
HELP: Not yet implemented - does nothing for now!
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Line_Slab_Joint_Follower
CONDTYPE: over lines
CONDMESHTYPE: over nodes
CANREPEAT: no
COMMENT: \tApply condition over the follower joint face of the slab.\n
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
BOOK: Debug_conditions
CONDITION: Surface_Gas_Temperatures_central
CONDTYPE: over surfaces
CONDMESHTYPE: over body elements
CANREPEAT: no
COMMENT: Gas temperatures applied to shell elements.\nThermocouples and Heat transfer data files will be generated\nand temperatures assigned in the corresponding interval.\nMust be using layered shell sections and NLDKGQ/MITC4 elements.\n
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
QUESTION: convective_coefficient
VALUE: 25
STATE: DISABLED
QUESTION: central_element#CB#(1,0)
VALUE: 1
STATE: DISABLED
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Line_connectivity_condition_debug
CONDTYPE: over lines
CONDMESHTYPE: over nodes
CANREPEAT: no
QUESTION: geometric_parent
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
QUESTION: type
VALUE: 0
STATE: DISABLED
END CONDITION
CONDITION: Line_composite_section_slab_error
CONDTYPE: over lines
CONDMESHTYPE: over body elements
CANREPEAT: no
QUESTION: Type
VALUE:
END CONDITION
CONDITION: Line_Composite_Section_Beam_central
CONDTYPE: over lines
CONDMESHTYPE: over body elements
CANREPEAT: no
COMMENT: \tApply condition over beams of composite beams.\n
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
QUESTION: convective_coefficient
VALUE: 25
QUESTION: central_element#CB#(1,0)
VALUE: 1
STATE: DISABLED
QUESTION: slab_width#UNITS#
VALUE: 666 mm
STATE: DISABLED
QUESTION: slab_depth#UNITS#
VALUE: 666 mm
STATE: DISABLED
QUESTION: slab_protection#UNITS#
VALUE: 6.6 mm
STATE:DISABLED
QUESTION: Protection_material
VALUE: 1
STATE: DISABLED
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Line_Gas_Temperatures_Central
CONDTYPE: over lines
CONDMESHTYPE: over body elements
CANREPEAT: no
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
QUESTION: convective_coefficient
VALUE: 25
QUESTION: central_element#CB#(1,0)
VALUE: 0
STATE: HIDDEN
QUESTION: protection_material#MAT#(Fire_Protection_Materials,User_Materials)
VALUE: Standard_SFRM
STATE: DISABLED
QUESTION: protection_thickness#UNITS#
VALUE: 0mm
STATE: DISABLED
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Line_body_elements_debug
CONDTYPE: over lines
CONDMESHTYPE: over body elements
CANREPEAT: no
QUESTION: Id#CB#(_)
VALUE: 0
STATE: HIDDEN
END CONDITION
CONDITION: Surface_Composite_Section
CONDTYPE: over surfaces
CONDMESHTYPE: over body elements
CANREPEAT: no
COMMENT: \n\tThis condition is applied automatically. Please don't apply it manually.
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
QUESTION: connection_type#CB#(rigid_link,equal_DOF,common_nodes)
VALUE: rigid_link
DEPENDENCIES: (rigid_link,RESTORE,Rigid_link_type,#CURRENT#,HIDE,X-Translation,#CURRENT#,HIDE,Y-Translation,#CURRENT#,HIDE,Z-Translation,#CURRENT#,HIDE,X-Rotation,#CURRENT#,HIDE,Y-Rotation,#CURRENT#,HIDE,Z-Rotation,#CURRENT#)
DEPENDENCIES: (equal_DOF,HIDE,Rigid_link_type,#CURRENT#,RESTORE,X-Translation,#CURRENT#,RESTORE,Y-Translation,#CURRENT#,RESTORE,Z-Translation,#CURRENT#,RESTORE,X-Rotation,#CURRENT#,RESTORE,Y-Rotation,#CURRENT#,RESTORE,Z-Rotation,#CURRENT#)
DEPENDENCIES: (common_nodes,HIDE,Rigid_link_type,#CURRENT#,HIDE,X-Translation,#CURRENT#,HIDE,Y-Translation,#CURRENT#,HIDE,Z-Translation,#CURRENT#,HIDE,X-Rotation,#CURRENT#,HIDE,Y-Rotation,#CURRENT#,HIDE,Z-Rotation,#CURRENT#)
QUESTION: Rigid_link_type#CB#(Bar,Beam)
VALUE: Beam
QUESTION: X-Translation#CB#(1,0)
VALUE: 1
QUESTION: Y-Translation#CB#(1,0)
VALUE: 1
QUESTION: Z-Translation#CB#(1,0)
VALUE: 1
QUESTION: X-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Y-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Z-Rotation#CB#(1,0)
VALUE: 1
QUESTION: slab_width#UNITS#
VALUE: 666 mm
STATE: DISABLED
QUESTION: slab_depth#UNITS#
VALUE: 666 mm
STATE: DISABLED
QUESTION: slab_protection#UNITS#
VALUE: 6.6 mm
STATE:DISABLED
QUESTION: Protection_material
VALUE: 1
STATE: DISABLE
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
BOOK: Thermocouples
CONDITION: Line_Gas_Temperatures
CONDTYPE: over lines
CONDMESHTYPE: over body elements
CANREPEAT: no
COMMENT: Gas temperatures applied to beam-column elements.\nThermocouples and Heat transfer data files will be generated\nand temperatures assigned in the corresponding interval.\nMust be using predefined fiber section disp-beam-column.\n
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
QUESTION: convective_coefficient
VALUE: 25
QUESTION: central_element#CB#(1,0)
VALUE: 0
STATE: HIDDEN
QUESTION: protection_material#MAT#(Fire_Protection_Materials,User_Materials)
VALUE: Predefined_SFRM
STATE: DISABLED
QUESTION: protection_thickness#UNITS#
VALUE: 0mm
STATE: DISABLED
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Surface_Gas_Temperatures
CONDTYPE: over surfaces
CONDMESHTYPE: over body elements
CANREPEAT: no
COMMENT: Gas temperatures applied to shell elements.\nThermocouples and Heat transfer data files will be generated\nand temperatures assigned in the corresponding interval.\nMust be using layered shell sections and NLDKGQ/MITC4 elements.\n
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
QUESTION: convective_coefficient
VALUE: 25
QUESTION: central_element#CB#(1,0)
VALUE: 0
STATE: DISABLED
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Line_Composite_Section_Beam
CONDTYPE: over lines
CONDMESHTYPE: over body elements
CANREPEAT: no
COMMENT: \tApply condition over beams of composite beams.\n
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
QUESTION: convective_coefficient
VALUE: 25
QUESTION: central_element#CB#(1,0)
VALUE: 0
STATE: DISABLED
QUESTION: slab_width#UNITS#
VALUE: 666 mm
STATE: DISABLED
QUESTION: slab_depth#UNITS#
VALUE: 666 mm
STATE: DISABLED
QUESTION: slab_protection#UNITS#
VALUE: 6.6 mm
STATE:DISABLED
QUESTION: Protection_material
VALUE: 1
STATE: DISABLED
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Line_Composite_Section_Slab
CONDTYPE: over lines
CONDMESHTYPE: over nodes
CANREPEAT: no
COMMENT: \tApply condition over slab line of composite beams.\n
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
QUESTION: connection_type#CB#(rigid_link,equal_DOF,common_nodes)
VALUE: rigid_link
DEPENDENCIES: (rigid_link,RESTORE,Rigid_link_type,#CURRENT#,HIDE,X-Translation,#CURRENT#,HIDE,Y-Translation,#CURRENT#,HIDE,Z-Translation,#CURRENT#,HIDE,X-Rotation,#CURRENT#,HIDE,Y-Rotation,#CURRENT#,HIDE,Z-Rotation,#CURRENT#)
DEPENDENCIES: (equal_DOF,HIDE,Rigid_link_type,#CURRENT#,RESTORE,X-Translation,#CURRENT#,RESTORE,Y-Translation,#CURRENT#,RESTORE,Z-Translation,#CURRENT#,RESTORE,X-Rotation,#CURRENT#,RESTORE,Y-Rotation,#CURRENT#,RESTORE,Z-Rotation,#CURRENT#)
DEPENDENCIES: (common_nodes,HIDE,Rigid_link_type,#CURRENT#,HIDE,X-Translation,#CURRENT#,HIDE,Y-Translation,#CURRENT#,HIDE,Z-Translation,#CURRENT#,HIDE,X-Rotation,#CURRENT#,HIDE,Y-Rotation,#CURRENT#,HIDE,Z-Rotation,#CURRENT#)
QUESTION: Rigid_link_type#CB#(Bar,Beam)
VALUE: Beam
QUESTION: X-Translation#CB#(1,0)
VALUE: 1
QUESTION: Y-Translation#CB#(1,0)
VALUE: 1
QUESTION: Z-Translation#CB#(1,0)
VALUE: 1
QUESTION: X-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Y-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Z-Rotation#CB#(1,0)
VALUE: 1
QUESTION: slab_width#UNITS#
VALUE: 666 mm
STATE: DISABLED
QUESTION: slab_depth#UNITS#
VALUE: 666 mm
STATE: DISABLED
QUESTION: slab_protection#UNITS#
VALUE: 6.6 mm
STATE:DISABLED
QUESTION: Protection_material
VALUE: 1
STATE: DISABLE
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Line_Composite_Section_Beam_AMBIENT
CONDTYPE: over lines
CONDMESHTYPE: over body elements
CANREPEAT: no
COMMENT: \tApply condition over beams of composite beams.\n
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Line_Composite_Section_Slab_AMBIENT
CONDTYPE: over lines
CONDMESHTYPE: over nodes
CANREPEAT: no
COMMENT: \tApply condition over slab line of composite beams.\n
QUESTION: geometric_parent#FUNC#(NumEntity)
VALUE: 0
STATE: DISABLED
QUESTION: ID
VALUE: 0
STATE: DISABLED
QUESTION: connection_type#CB#(rigid_link,equal_DOF,common_nodes,finite)
VALUE: rigid_link
DEPENDENCIES: (rigid_link,RESTORE,Rigid_link_type,#CURRENT#,HIDE,X-Translation,#CURRENT#,HIDE,Y-Translation,#CURRENT#,HIDE,Z-Translation,#CURRENT#,HIDE,X-Rotation,#CURRENT#,HIDE,Y-Rotation,#CURRENT#,HIDE,Z-Rotation,#CURRENT#,HIDE,Shear_stud,#CURRENT#)
DEPENDENCIES: (equal_DOF,HIDE,Rigid_link_type,#CURRENT#,RESTORE,X-Translation,#CURRENT#,RESTORE,Y-Translation,#CURRENT#,RESTORE,Z-Translation,#CURRENT#,RESTORE,X-Rotation,#CURRENT#,RESTORE,Y-Rotation,#CURRENT#,RESTORE,Z-Rotation,#CURRENT#,HIDE,Shear_stud,#CURRENT#)
DEPENDENCIES: (common_nodes,HIDE,Rigid_link_type,#CURRENT#,HIDE,X-Translation,#CURRENT#,HIDE,Y-Translation,#CURRENT#,HIDE,Z-Translation,#CURRENT#,HIDE,X-Rotation,#CURRENT#,HIDE,Y-Rotation,#CURRENT#,HIDE,Z-Rotation,#CURRENT#,HIDE,Shear_stud,#CURRENT#)
DEPENDENCIES: (finite,HIDE,Rigid_link_type,#CURRENT#,HIDE,X-Translation,#CURRENT#,HIDE,Y-Translation,#CURRENT#,HIDE,Z-Translation,#CURRENT#,HIDE,X-Rotation,#CURRENT#,HIDE,Y-Rotation,#CURRENT#,HIDE,Z-Rotation,#CURRENT#,RESTORE,Shear_stud,#CURRENT#)
QUESTION: Rigid_link_type#CB#(Bar,Beam)
VALUE: Beam
QUESTION: X-Translation#CB#(1,0)
VALUE: 1
QUESTION: Y-Translation#CB#(1,0)
VALUE: 1
QUESTION: Z-Translation#CB#(1,0)
VALUE: 1
QUESTION: X-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Y-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Z-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Shear_stud#MAT#(Beam-Column_Elements)
VALUE: Beam-Column_Elements
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
BOOK: Loads
CONDITION: Point_Forces
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: X-Force#UNITS#
VALUE: 0.0 kN
TKWIDGET: TK_UpdateInfoBar
QUESTION: Y-Force#UNITS#
VALUE: 0.0 kN
QUESTION: Z-Force#UNITS#
VALUE: 0.0 kN
QUESTION: X-Moment#UNITS#
VALUE: 0.0 kNm
QUESTION: Y-Moment#UNITS#
VALUE: 0.0 kNm
QUESTION: Z-Moment#UNITS#
VALUE: 0.0 kNm
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_LoadsWikiInfo
END CONDITION
CONDITION: Line_Forces
CONDTYPE: over lines
CONDMESHTYPE: over nodes
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
QUESTION: X-Force#UNITS#
VALUE: 0.0 kN
TKWIDGET: TK_UpdateInfoBar
QUESTION: Y-Force#UNITS#
VALUE: 0.0 kN
QUESTION: Z-Force#UNITS#
VALUE: 0.0 kN
QUESTION: X-Moment#UNITS#
VALUE: 0.0 kNm
QUESTION: Y-Moment#UNITS#
VALUE: 0.0 kNm
QUESTION: Z-Moment#UNITS#
VALUE: 0.0 kNm
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_LoadsWikiInfo
END CONDITION
CONDITION: Surface_Forces
CONDTYPE: over surfaces
CONDMESHTYPE: over nodes
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
QUESTION: X-Force#UNITS#
VALUE: 0.0 kN
TKWIDGET: TK_UpdateInfoBar
QUESTION: Y-Force#UNITS#
VALUE: 0.0 kN
QUESTION: Z-Force#UNITS#
VALUE: 0.0 kN
QUESTION: X-Moment#UNITS#
VALUE: 0.0 kNm
QUESTION: Y-Moment#UNITS#
VALUE: 0.0 kNm
QUESTION: Z-Moment#UNITS#
VALUE: 0.0 kNm
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_LoadsWikiInfo
END CONDITION
CONDITION: Line_Uniform_Forces
CONDTYPE: over lines
CONDMESHTYPE: over body elements
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
QUESTION: Uniform_load_along_line_longitudinal_axis#UNITS#
VALUE: 0.0 kN/m
TKWIDGET: TK_UpdateInfoBar
QUESTION: Uniform_load_acting_in_local_y_direction#UNITS#
VALUE: 0.0 kN/m
QUESTION: Uniform_load_acting_in_local_z_direction#UNITS#
VALUE: 0.0 kN/m
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_LocalAxesInfo
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_LineLoadsWikiInfo
END CONDITION
CONDITION: Line_Linear_Temperatures
CONDTYPE: over lines
CONDMESHTYPE: over body elements
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
QUESTION: Top_temperature#UNITS#
VALUE: 20.0 C
TKWIDGET: TK_UpdateInfoBar
QUESTION: Bottom_temperature#UNITS#
VALUE: 20.0 C
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_LocalAxesInfo
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Line_Temperature_History
CONDTYPE: over lines
CONDMESHTYPE: over body elements
COMMENT: \n\tThis condition is assigned on surfaces and is transferred on line elements.\n\tYou must add the temperature files to the folder "Records" which you placed manually in the project OpenSees folder.
QUESTION: Record_file_name
VALUE: "../Records/.dat"
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_LocalAxesInfo
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Surface_Uniform_Load
CONDTYPE: over surfaces
CONDMESHTYPE: over body elements
COMMENT: \n\tThis condition is assigned on surfaces and is transferred on shell elements.\n\tLoads are always applied in the ACTIVE interval.\n\tAfter assigning new loads DO NOT FORGET to regenerate the mesh.\n
QUESTION: Z_Load#UNITS#
VALUE: 5.0 kN/m^2
TKWIDGET: TK_UpdateInfoBar
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_LocalAxesInfo
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Surface_Linear_Temperatures
CONDTYPE: over surfaces
CONDMESHTYPE: over body elements
COMMENT: \n\tThis condition is assigned on surfaces and is transferred on shell elements.\n\tLoads are always applied in the ACTIVE interval.\n\tAfter assigning new loads DO NOT FORGET to regenerate the mesh.\n
QUESTION: Top_temperature#UNITS#
VALUE: 20.0 C
TKWIDGET: TK_UpdateInfoBar
QUESTION: Bottom_temperature#UNITS#
VALUE: 20.0 C
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_LocalAxesInfo
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Surface_Temperature_History
CONDTYPE: over surfaces
CONDMESHTYPE: over body elements
COMMENT: \n\tThis condition is assigned on surfaces and is transferred on shell elements.\n\tYou must add the temperature files to the folder "Records" which you placed manually in the project OpenSees folder.
QUESTION: Record_file_name
VALUE: "../Records/.dat"
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_LocalAxesInfo
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Point_Displacements
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: X-Displacement#UNITS#
VALUE: 0.0m
QUESTION: Y-Displacement#UNITS#
VALUE: 0.0m
QUESTION: Z-Displacement#UNITS#
VALUE: 0.0m
QUESTION: X-Rotation#UNITS#
VALUE: 0.0 rad
QUESTION: Y-Rotation#UNITS#
VALUE: 0.0 rad
QUESTION: Z-Rotation#UNITS#
VALUE: 0.0 rad
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_DisplacementsWikiInfo
END CONDITION
CONDITION: Line_Displacements
CONDTYPE: over lines
CONDMESHTYPE: over nodes
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
QUESTION: X-Displacement#UNITS#
VALUE: 0.0m
QUESTION: Y-Displacement#UNITS#
VALUE: 0.0m
QUESTION: Z-Displacement#UNITS#
VALUE: 0.0m
QUESTION: X-Rotation#UNITS#
VALUE: 0.0 rad
QUESTION: Y-Rotation#UNITS#
VALUE: 0.0 rad
QUESTION: Z-Rotation#UNITS#
VALUE: 0.0 rad
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_DisplacementsWikiInfo
END CONDITION
CONDITION: Surface_Displacements
CONDTYPE: over surfaces
CONDMESHTYPE: over nodes
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
QUESTION: X-Displacement#UNITS#
VALUE: 0.0m
QUESTION: Y-Displacement#UNITS#
VALUE: 0.0m
QUESTION: Z-Displacement#UNITS#
VALUE: 0.0m
QUESTION: X-Rotation#UNITS#
VALUE: 0.0 rad
QUESTION: Y-Rotation#UNITS#
VALUE: 0.0 rad
QUESTION: Z-Rotation#UNITS#
VALUE: 0.0 rad
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_DisplacementsWikiInfo
END CONDITION
CONDITION: Point_Ground_Motion_from_Record
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: Record_file#MAT#(Records)
VALUE: Ground_Motion_Record
TKWIDGET: TK_UpdateInfoBar
QUESTION: Ground_motion_direction#CB#(Ux,Uy,Uz,Rx,Ry,Rz)
VALUE: Ux
TKWIDGET: TK_OpenRecordsWindow
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
CONDITION: Point_Sine_Ground_Motion
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: Type#CB#(Acceleration,Displacement)
VALUE: Displacement
TKWIDGET: TK_UpdateInfoBar
DEPENDENCIES: (Acceleration,RESTORE,Acceleration_Amplitude,#CURRENT#,HIDE,Displacement_Amplitude,#CURRENT#)
DEPENDENCIES: (Displacement,HIDE,Acceleration_Amplitude,#CURRENT#,RESTORE,Displacement_Amplitude,#CURRENT#)
QUESTION: Ground_motion_direction#CB#(Ux,Uy,Uz,Rx,Ry,Rz)
VALUE: Ux
QUESTION: Acceleration_Amplitude#UNITS#
VALUE: 1.0m/s^2
QUESTION: Displacement_Amplitude#UNITS#
VALUE: 1.0m
QUESTION: Period#UNITS#
VALUE: 0.6sec
QUESTION: Duration#UNITS#
VALUE: 10sec
QUESTION: Shift
VALUE: 0.0#WIDTH#(10)
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_ActiveIntervalinLoads
END CONDITION
BOOK: Constraints
CONDITION: Point_Equal_constraint_master_node
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: Equal_constraint_ID
VALUE: 1#WIDTH#(10)
HELP: Give a positive integer number for body constraint group.
TKWIDGET: TK_EqualDOFWikiInfo
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_UpdateInfoBar
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: EqualDOF::AutoOptionsButton
END CONDITION
CONDITION: Point_Equal_constraint_slave_nodes
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: Equal_constraint_ID
VALUE: 1#WIDTH#(10)
HELP: Give a positive integer number for body constraint group.
TKWIDGET: TK_UpdateInfoBar
QUESTION: X-Translation#CB#(1,0)
VALUE: 1
QUESTION: Y-Translation#CB#(1,0)
VALUE: 1
QUESTION: Z-Translation#CB#(1,0)
VALUE: 1
QUESTION: X-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Y-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Z-Rotation#CB#(1,0)
VALUE: 1
TKWIDGET: TK_EqualDOFWikiInfo
END CONDITION
CONDITION: Line_Equal_constraint_slave_nodes
CONDTYPE: over lines
CONDMESHTYPE: over nodes
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
QUESTION: Equal_constraint_ID
VALUE: 1#WIDTH#(10)
HELP: Enter a positive integer number for the equal constraint.
TKWIDGET: TK_UpdateInfoBar
QUESTION: X-Translation#CB#(1,0)
VALUE: 1
QUESTION: Y-Translation#CB#(1,0)
VALUE: 1
QUESTION: Z-Translation#CB#(1,0)
VALUE: 1
QUESTION: X-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Y-Rotation#CB#(1,0)
VALUE: 1
QUESTION: Z-Rotation#CB#(1,0)
VALUE: 1
TKWIDGET: TK_EqualDOFWikiInfo
END CONDITION
CONDITION: Point_Rigid_link_master_node
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: Rigid_link_ID
VALUE: 1#WIDTH#(10)
TKWIDGET: TK_UpdateInfoBar
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_RigidLinkWikiInfo
END CONDITION
CONDITION: Point_Rigid_link_slave_nodes
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: Rigid_link_ID
VALUE: 1#WIDTH#(10)
HELP: Give a positive integer number for body constraint group.
TKWIDGET: TK_UpdateInfoBar
QUESTION: Rigid_link_type#CB#(Bar,Beam)
VALUE: Beam
TKWIDGET: TK_RigidLinkWikiInfo
END CONDITION
CONDITION: Line_Rigid_link_slave_nodes
CONDTYPE: over lines
CONDMESHTYPE: over nodes
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
QUESTION: Rigid_link_ID
VALUE: 1#WIDTH#(10)
HELP: Give a positive integer number for body constraint group.
TKWIDGET: TK_UpdateInfoBar
QUESTION: Rigid_link_type#CB#(Bar,Beam)
VALUE: Beam
TKWIDGET: TK_RigidLinkWikiInfo
END CONDITION
CONDITION: Point_Rigid_diaphragm_master_node
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: Diaphragm_ID_number
VALUE: -#WIDTH#(4)
STATE: HIDDEN
QUESTION: Rigid_diaphragm_ID
VALUE: 1#WIDTH#(10)
TKWIDGET: TK_UpdateInfoBar
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_RigidDiaphragmWikiInfo
END CONDITION
CONDITION: Point_Rigid_diaphragm_slave_nodes
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: Diaphragm_ID_number
VALUE: -#WIDTH#(4)
STATE: HIDDEN
QUESTION: Rigid_diaphragm_ID
VALUE: 1#WIDTH#(10)
QUESTION: Rigid_plane#CB#(XY,YZ,ZX)
VALUE: XY
TKWIDGET: TK_UpdateInfoBar
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_RigidDiaphragmWikiInfo
END CONDITION
CONDITION: Line_Rigid_diaphragm_slave_nodes
CONDTYPE: over lines
CONDMESHTYPE: over nodes
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
QUESTION: Diaphragm_ID_number
VALUE: -#WIDTH#(4)
STATE: HIDDEN
QUESTION: Rigid_diaphragm_ID
VALUE: 1#WIDTH#(10)
TKWIDGET: TK_UpdateInfoBar
QUESTION: Rigid_plane#CB#(XY,YZ,ZX)
VALUE: XY
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_RigidDiaphragmWikiInfo
END CONDITION
BOOK: Mass/Damping
CONDITION: Point_Mass
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: Mass_DOF_values#CB#(:)
VALUE: :