/
OpenSees.cnd
858 lines (804 loc) · 34.9 KB
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OpenSees.cnd
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# GiD + OpenSees Interface - An Integrated FEA Platform
# Copyright (C) 2016-2018
#
# Lab of R/C and Masonry Structures
# School of Civil Engineering, AUTh
#
# Development team
# T. Kartalis-Kaounis, Civil Engineer AUTh
# V. Protopapadakis, Civil Engineer AUTh
# T. Papadopoulos, Civil Engineer AUTh
#
# Project coordinator
# V.K. Papanikolaou, Assistant Professor AUTh
#
# 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: 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: 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: 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
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: MasterNode
#VALUE:
#TKWIDGET: GidUtils::TkwidgetPickNode
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: MasterNode
#VALUE:
#TKWIDGET: GidUtils::TkwidgetPickNode
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: MasterNode
#VALUE:
#TKWIDGET: GidUtils::TkwidgetPickNode
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: MasterNode
#VALUE:
#TKWIDGET: GidUtils::TkwidgetPickNode
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: :
TKWIDGET: TK_UpdateInfoBar
QUESTION: X-Direction#UNITS#
VALUE: 0.0ton
QUESTION: Y-Direction#UNITS#
VALUE: 0.0ton
QUESTION: Z-Direction#UNITS#
VALUE: 0.0ton
QUESTION: X-Rotation#UNITS#
VALUE: 0.0ton
QUESTION: Y-Rotation#UNITS#
VALUE: 0.0ton
QUESTION: Z-Rotation#UNITS#
VALUE: 0.0ton
TKWIDGET: TK_MassWikiInfo
END CONDITION
CONDITION: Line_Mass
CONDTYPE: over lines
CONDMESHTYPE: over nodes
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
QUESTION: Mass_DOF_values#CB#(:)
VALUE: :
TKWIDGET: TK_UpdateInfoBar
QUESTION: X-Direction#UNITS#
VALUE: 0.0ton
QUESTION: Y-Direction#UNITS#
VALUE: 0.0ton
QUESTION: Z-Direction#UNITS#
VALUE: 0.0ton
QUESTION: X-Rotation#UNITS#
VALUE: 0.0ton
QUESTION: Y-Rotation#UNITS#
VALUE: 0.0ton
QUESTION: Z-Rotation#UNITS#
VALUE: 0.0ton
TKWIDGET: TK_MassWikiInfo
END CONDITION
CONDITION: Surface_Mass
CONDTYPE: over surfaces
CONDMESHTYPE: over nodes
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
QUESTION: Mass_DOF_values#CB#(:)
VALUE: :
TKWIDGET: TK_UpdateInfoBar
QUESTION: X-Direction#UNITS#
VALUE: 0.0ton
QUESTION: Y-Direction#UNITS#
VALUE: 0.0ton
QUESTION: Z-Direction#UNITS#
VALUE: 0.0ton
QUESTION: X-Rotation#UNITS#
VALUE: 0.0ton
QUESTION: Y-Rotation#UNITS#
VALUE: 0.0ton
QUESTION: Z-Rotation#UNITS#
VALUE: 0.0ton
TKWIDGET: TK_MassWikiInfo
END CONDITION
CONDITION: Volume_Mass
CONDTYPE: over volumes
CONDMESHTYPE: over nodes
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
QUESTION: Mass_DOF_values#CB#(:)
VALUE: :
TKWIDGET: TK_UpdateInfoBar
QUESTION: X-Direction#UNITS#
VALUE: 0.0ton
QUESTION: Y-Direction#UNITS#
VALUE: 0.0ton
QUESTION: Z-Direction#UNITS#
VALUE: 0.0ton
QUESTION: X-Rotation#UNITS#
VALUE: 0.0ton
QUESTION: Y-Rotation#UNITS#
VALUE: 0.0ton
QUESTION: Z-Rotation#UNITS#
VALUE: 0.0ton
TKWIDGET: TK_MassWikiInfo
END CONDITION
CONDITION: Line_Rayleigh_Damping-Elements
CONDTYPE: over lines
CONDMESHTYPE: over body elements
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
QUESTION: Region_ID
VALUE: 1#WIDTH#(5)
TKWIDGET: TK_UpdateInfoBar
QUESTION: alphaM
VALUE: 0.0#WIDTH#(10)
QUESTION: betaK
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKinit
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKcomm
VALUE: 0.0#WIDTH#(10)
TKWIDGET: TK_RegionWikiInfo
END CONDITION
CONDITION: Surface_Rayleigh_Damping-Elements
CONDTYPE: over surfaces
CONDMESHTYPE: over body elements
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
QUESTION: Region_ID
VALUE: 1#WIDTH#(5)
TKWIDGET: TK_UpdateInfoBar
QUESTION: alphaM
VALUE: 0.0#WIDTH#(10)
QUESTION: betaK
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKinit
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKcomm
VALUE: 0.0#WIDTH#(10)
TKWIDGET: TK_RegionWikiInfo
END CONDITION
CONDITION: Volume_Rayleigh_Damping-Elements
CONDTYPE: over volumes
CONDMESHTYPE: over body elements
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
QUESTION: Region_ID
VALUE: 1#WIDTH#(5)
TKWIDGET: TK_UpdateInfoBar
QUESTION: alphaM
VALUE: 0.0#WIDTH#(10)
QUESTION: betaK
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKinit
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKcomm
VALUE: 0.0#WIDTH#(10)
TKWIDGET: TK_RegionWikiInfo
END CONDITION
CONDITION: Point_Rayleigh_Damping-Nodes
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: Region_ID
VALUE: 1#WIDTH#(5)
TKWIDGET: TK_UpdateInfoBar
QUESTION: alphaM
VALUE: 0.0#WIDTH#(10)
QUESTION: betaK
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKinit
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKcomm
VALUE: 0.0#WIDTH#(10)
TKWIDGET: TK_RegionWikiInfo
END CONDITION
CONDITION: Line_Rayleigh_Damping-Nodes
CONDTYPE: over lines
CONDMESHTYPE: over nodes
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
QUESTION: Region_ID
VALUE: 1#WIDTH#(5)
TKWIDGET: TK_UpdateInfoBar
QUESTION: alphaM
VALUE: 0.0#WIDTH#(10)
QUESTION: betaK
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKinit
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKcomm
VALUE: 0.0#WIDTH#(10)
TKWIDGET: TK_RegionWikiInfo
END CONDITION
CONDITION: Surface_Rayleigh_Damping-Nodes
CONDTYPE: over surfaces
CONDMESHTYPE: over nodes
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
QUESTION: Region_ID
VALUE: 1#WIDTH#(5)
TKWIDGET: TK_UpdateInfoBar
QUESTION: alphaM
VALUE: 0.0#WIDTH#(10)
QUESTION: betaK
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKinit
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKcomm
VALUE: 0.0#WIDTH#(10)
TKWIDGET: TK_RegionWikiInfo
END CONDITION
CONDITION: Volume_Rayleigh_Damping-Nodes
CONDTYPE: over volumes
CONDMESHTYPE: over nodes
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
QUESTION: Region_ID
VALUE: 1#WIDTH#(5)
TKWIDGET: TK_UpdateInfoBar
QUESTION: alphaM
VALUE: 0.0#WIDTH#(10)
QUESTION: betaK
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKinit
VALUE: 0.0#WIDTH#(10)
QUESTION: betaKcomm
VALUE: 0.0#WIDTH#(10)
TKWIDGET: TK_RegionWikiInfo
END CONDITION
BOOK: ZeroLength_Elements
CONDITION: Point_ZeroLength
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: ZeroLength_ID
VALUE: 1#WIDTH#(10)
TKWIDGET: ZeroLength::CheckFieldValues
QUESTION: Activate_Ux#CB#(0,1)
VALUE: 1
DEPENDENCIES: (0,SET,Ux_material,#CURRENT#) (1,RESTORE,Ux_material,#CURRENT#)
QUESTION: Ux_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
QUESTION: Activate_Uy#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Uy_material,#CURRENT#) (1,RESTORE,Uy_material,#CURRENT#)
QUESTION: Uy_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Uz#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Uz_material,#CURRENT#) (1,RESTORE,Uz_material,#CURRENT#)
QUESTION: Uz_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Rx#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Rx_material,#CURRENT#) (1,RESTORE,Rx_material,#CURRENT#)
QUESTION: Rx_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Ry#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Ry_material,#CURRENT#) (1,RESTORE,Ry_material,#CURRENT#)
QUESTION: Ry_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Rz#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Rz_material,#CURRENT#) (1,RESTORE,Rz_material,#CURRENT#)
QUESTION: Rz_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
TKWIDGET: TK_ZeroLengthWikiInfo
END CONDITION
BOOK: Old_Conditions
CONDITION: Point_Body_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 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
QUESTION: Body_constraint_ID_number
VALUE: 1#WIDTH#(4)
HELP: Give a positive integer number for body constraint group.
TKWIDGET: TK_EqualDOFWikiInfo
QUESTION: _#CB#(_)
VALUE:
STATE: HIDDEN
TKWIDGET: TK_UpdateInfoBar
END CONDITION
CONDITION: Point_Body_constraint_slave_nodes
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: Body_constraint_ID_number
VALUE: 1#WIDTH#(4)
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
QUESTION: Fast_constraints#CB#(Pinned_Connection,Fixed_Connection)
VALUE: Bar
DEPENDENCIES: (Pinned_Connection,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: (Fixed_Connection,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Rotation,1,RESTORE,Y-Rotation,1,RESTORE,Z-Rotation,1)
TKWIDGET: TK_EqualDOFWikiInfo
END CONDITION
CONDITION: Line_Body_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 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
QUESTION: Line_constraint_ID_number
VALUE: 1#WIDTH#(4)
HELP: Enter a positive integer number for the body 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
QUESTION: Fast_constraints#CB#(Pinned_Connection,Fixed_Connection)
VALUE: Bar
DEPENDENCIES: (Pinned_Connection,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: (Fixed_Connection,RESTORE,X-Translation,1,RESTORE,Y-Translation,1,RESTORE,Z-Translation,1,RESTORE,X-Rotation,1,RESTORE,Y-Rotation,1,RESTORE,Z-Rotation,1)
TKWIDGET: TK_EqualDOFWikiInfo
END CONDITION
CONDITION: ZeroLength
CONDTYPE: over points
CONDMESHTYPE: over nodes
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
QUESTION: ZeroLength_ID_number
VALUE: 1#WIDTH#(4)
TKWIDGET: ZeroLength::CheckFieldValues
QUESTION: Activate_Ux#CB#(0,1)
VALUE: 1
DEPENDENCIES: (0,SET,Ux_material,#CURRENT#) (1,RESTORE,Ux_material,#CURRENT#)
QUESTION: Ux_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
QUESTION: Activate_Uy#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Uy_material,#CURRENT#) (1,RESTORE,Uy_material,#CURRENT#)
QUESTION: Uy_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Uz#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Uz_material,#CURRENT#) (1,RESTORE,Uz_material,#CURRENT#)
QUESTION: Uz_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Rx#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Rx_material,#CURRENT#) (1,RESTORE,Rx_material,#CURRENT#)
QUESTION: Rx_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Ry#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Ry_material,#CURRENT#) (1,RESTORE,Ry_material,#CURRENT#)
QUESTION: Ry_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Rz#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Rz_material,#CURRENT#) (1,RESTORE,Rz_material,#CURRENT#)
QUESTION: Rz_material#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
TKWIDGET: TK_ZeroLengthWikiInfo
END CONDITION