Types For Members

MemberDefinableStiffness

Kind: global class

new MemberDefinableStiffness(no, member_list, comment, params)

Creates member definable stiffness

Returns: Object - Created member definable stiffness

Param	Type	Description
no	Number	Index of member definable stiffness, can be undefined
member_list	Array	Assigned members, can be undefined
comment	String	Comment, can be undefined
params	Object	Member definable stiffness parameters, can be undefined

memberDefinableStiffness.TorsionalAndBendingStiffness(torsional_stiffness, bending_stiffness_y, bending_stiffness_z)

Sets torsional and bending stiffness parameters

Kind: instance method of MemberDefinableStiffness

Param	Type	Description
torsional_stiffness	Number	Torsional stiffness
bending_stiffness_y	Number	Bending stiffness Y
bending_stiffness_z	Number	Bending stiffness Z

memberDefinableStiffness.AxialAndShearStiffness(axial_stiffness, shear_stiffness_y, shear_stiffness_z)

Sets axial and shear stiffness parameters

Kind: instance method of MemberDefinableStiffness

Param	Type	Description
axial_stiffness	Number	Axial stiffness
shear_stiffness_y	Number	Shear stiffness Y
shear_stiffness_z	Number	Shear stiffness Z

memberDefinableStiffness.SelfWeightAndSectionArea(specific_weight, section_area)

Sets self weight stiffness parameters

Kind: instance method of MemberDefinableStiffness

Param	Type	Description
specific_weight	Number	Specific weight
section_area	Number	Section area

memberDefinableStiffness.MainAxesRotation(rotation)

Sets main axes rotation parameter

Kind: instance method of MemberDefinableStiffness

Param	Type	Description
rotation	Number	Rotation

memberDefinableStiffness.ThermalExpansionCoefficient(thermal_expansion, width, height)

Sets coefficient of thermal expansion stiffness parameters

Kind: instance method of MemberDefinableStiffness

Param	Type	Description
thermal_expansion	Number	Thermal expansion
width	Number	Width
height	Number	Height

MemberEccentricity

Kind: global class

new MemberEccentricity(no, members_start_list, members_end_list, comment, params)

Creates member eccentricity

Returns: Object - Created member eccentricity

Param	Type	Description
no	Number	Index of member eccentricity, can be undefined
members_start_list	Array	Members start, can be undefined
members_end_list	Array	Members end, can be undefined
comment	String	Comment, can be undefined
params	Object	Member eccentricity parameters, can be undefined

memberEccentricity.RelativeToSection(no, members_start_list, members_end_list, alignment, comment, params) ⇒ Object

Creates member eccentricity relative to section

Kind: instance method of MemberEccentricity
Returns: Object - Created member eccentricity

Param	Type	Description
no	Number	Index of member eccentricity, can be undefined
members_start_list	Array	Member start
members_end_list	Array	Member end
alignment	String	Alignment, for more info look at private function setRelativeValues
comment	String	Comment, can be undefined
params	Object	Member eccentricity parameters, can be undefined

memberEccentricity.Absolute(no, members_start_list, members_end_list, offset_x, offset_y, offset_z, coordinate_system, comment, params) ⇒ Object

Creates absolute member eccentricity

Kind: instance method of MemberEccentricity
Returns: Object - Created member eccentricity

Param	Type	Description
no	Number	Index of member eccentricity, can be undefined
members_start_list	Array	Members start
members_end_list	Array	Members end
offset_x	Number	Eccentricity in X
offset_y	Number	Eccentricity in Y
offset_z	Number	Eccentricity in Z
coordinate_system	Number	Coordinate system, can be undefined. Default value is "Local xyz".
comment	String	Comment, can be undefined
params	Object	Member eccentricity parameters, can be undefined

memberEccentricity.RelativeAndAbsolute(no, members_start_list, members_end_list, offset_x, offset_y, offset_z, coordinate_system, alignment, comment, params) ⇒ Object

Creates absolute member eccentricity

Kind: instance method of MemberEccentricity
Returns: Object - Created member eccentricity

Param	Type	Description
no	Number	Index of member eccentricity, can be undefined
members_start_list	Array	Members start
members_end_list	Array	Members end
offset_x	Number	Eccentricity in X
offset_y	Number	Eccentricity in Y
offset_z	Number	Eccentricity in Z
coordinate_system	Number	Coordinate system, can be undefined. Default value is "Local xyz".
alignment	String	Alignment, for more info look at private function setRelativeValues
comment	String	Comment, can be undefined
params	Object	Member eccentricity parameters, can be undefined

memberEccentricity.AxialOffset(active)

Sets axial offset from adjoining member

Kind: instance method of MemberEccentricity

Param	Type	Description
active	Boolean	True if undefined

memberEccentricity.HingeLocationAtNode(active)

Sets hinge location at node (if applied)

Kind: instance method of MemberEccentricity

Param	Type	Description
active	Boolean	True if undefined

memberEccentricity.TransverseOffsetMember(reference_member, reference_node, alignment)

Transverse offset from section of another member

Kind: instance method of MemberEccentricity

Param	Type	Description
reference_member	Number	Reference member
reference_node	Number	Reference member's node, can be undefined
alignment	String	Alignment, for more info look at private function setTransverseOffset

memberEccentricity.TransverseOffsetSurface(reference_surface, alignment)

Transverse offset from section of another thickness of other surface

Kind: instance method of MemberEccentricity

Param	Type	Description
reference_surface	Number	Reference surface
alignment	String	Alignment, for more info look at private function setTransverseOffset

memberEccentricity.TransverseOffsetNone()

Set off transverse offset

Kind: instance method of MemberEccentricity

MemberHinge

Kind: global class

new MemberHinge(no, members_start_list, members_end_list, comment, params)

Creates member hinge

Returns: Object - Created member hinge

Param	Type	Description
no	Number	Index of member hinge, can be undefined
members_start_list	Array	Member start, can be undefined
members_end_list	Array	Member end, can be undefined
comment	String	Comment, can be undefined
params	Object	Member hinge parameters, can be undefined

memberHinge.Translational(no, members_start_list, members_end_list, axial_release_n, axial_release_vy, axial_release_vz, comment, params) ⇒ Object

Creates member hinge with specified axis release

Kind: instance method of MemberHinge
Returns: Object - Created member hinge

Param	Type	Description
no	Number	Index of member hinge, can be undefined
members_start_list	Array	Member start, can be undefined
members_end_list	Array	Member end, can be undefined
axial_release_n	Array	Axis release for ux, for more information look at comment in private setMainHingeValues function
axial_release_vy	Array	Axis release for uy, for more information look at comment in private setMainHingeValues function
axial_release_vz	Array	Axis release for uz, for more information look at comment in private setMainHingeValues function
comment	String	Comment, can be undefined
params	Object	Member hinge parameters, can be undefined

memberHinge.Rotational(no, members_start_list, members_end_list, moment_release_mt, moment_release_my, moment_release_mz, comment, params) ⇒ Object

Creates member hinge with specified moment release

Kind: instance method of MemberHinge
Returns: Object - Created member hinge

Param	Type	Description
no	Number	Index of member hinge, can be undefined
members_start_list	Array	Member start, can be undefined
members_end_list	Array	Member end, can be undefined
moment_release_mt	Array	Moment release for φx, for more information look at comment in private setMainHingeValues function
moment_release_my	Array	Moment release for φy, for more information look at comment in private setMainHingeValues function
moment_release_mz	Array	Moment release for φz, for more information look at comment in private setMainHingeValues function
comment	String	Comment, can be undefined
params	Object	Member hinge parameters, can be undefined

memberHinge.PartialActivityTranslationalX(negative_zone_values, positive_zone_values)

Sets negative and/or positive zone to partial activity translation x nonlinearity

Kind: instance method of MemberHinge

Param	Type	Description
negative_zone_values	Array	Negative zone values depend on type (for more information look at setPartialActivityZoneValues function)
positive_zone_values	Array	Positive zone values depend on type (for more information look at setPartialActivityZoneValues function)

memberHinge.PartialActivityTranslationalY(negative_zone_values, positive_zone_values)

Sets negative and/or positive zone to partial activity translation y nonlinearity

Kind: instance method of MemberHinge

Param	Type	Description
negative_zone_values	Array	Negative zone values depend on type (for more information look at setPartialActivityZoneValues function)
positive_zone_values	Array	Positive zone values depend on type (for more information look at setPartialActivityZoneValues function)

memberHinge.PartialActivityTranslationalZ(negative_zone_values, positive_zone_values)

Sets negative and/or positive zone to partial activity translation z nonlinearity

Kind: instance method of MemberHinge

Param	Type	Description
negative_zone_values	Array	Negative zone values depend on type (for more information look at setPartialActivityZoneValues function)
positive_zone_values	Array	Positive zone values depend on type (for more information look at setPartialActivityZoneValues function)

memberHinge.PartialActivityRotationalX(negative_zone_values, positive_zone_values)

Sets negative and/or positive zone to partial activity rotational x nonlinearity

Kind: instance method of MemberHinge

Param	Type	Description
negative_zone_values	Array	Negative zone values depend on type (for more information look at setPartialActivityZoneValues function)
positive_zone_values	Array	Positive zone values depend on type (for more information look at setPartialActivityZoneValues function)

memberHinge.PartialActivityRotationalY(negative_zone_values, positive_zone)

Sets negative and/or positive zone to partial activity rotational y nonlinearity

Kind: instance method of MemberHinge

Param	Type	Description
negative_zone_values	Array	Negative zone values depend on type (for more information look at setPartialActivityZoneValues function)
positive_zone	Array	Positive zone values depend on type (for more information look at setPartialActivityZoneValues function)

memberHinge.PartialActivityRotationalZ(negative_zone_values, positive_zone_values)

Sets negative and/or positive zone to partial activity rotational z nonlinearity

Kind: instance method of MemberHinge

Param	Type	Description
negative_zone_values	Array	Negative zone values depend on type (for more information look at setPartialActivityZoneValues function)
positive_zone_values	Array	Positive zone values depend on type (for more information look at setPartialActivityZoneValues function)

memberHinge.DiagramTranslationalX(diagram_values)

Sets translational diagram values for ux

Kind: instance method of MemberHinge

Param	Type	Description
diagram_values	Array	[[ux1, N1, Cux1], [ux2, N2, Cux2] ... [uxn, Nn, Cuxn]]

memberHinge.DiagramTranslationalY(diagram_values)

Sets translational diagram values for uy

Kind: instance method of MemberHinge

Param	Type	Description
diagram_values	Array	[[uy1, N1, Cuy1], [uy2, N2, Cuy2] ... [uyn, Nn, Cuyn]]

memberHinge.DiagramTranslationalZ(diagram_values)

Sets translational diagram values for uz

Kind: instance method of MemberHinge

Param	Type	Description
diagram_values	Array	[[uz1, N1, Cuz1], [uz2, N2, Cuz2] ... [uzn, Nn, Cuzn]]

memberHinge.DiagramRotationalX(diagram_values)

Sets rotational diagram values for φx

Kind: instance method of MemberHinge

Param	Type	Description
diagram_values	Array	[[φx1, N1, Cφx1], [φx2, N2, Cφx2] ... [φxn, Nn, Cφxn]]

memberHinge.DiagramRotationalY(diagram_values)

Sets rotational diagram values for φy

Kind: instance method of MemberHinge

Param	Type	Description
diagram_values	Array	[[φy1, N1, Cφy1], [φy2, N2, Cφy2] ... [φyn, Nn, Cφyn]]

memberHinge.DiagramRotationalZ(diagram_values)

Sets rotational diagram values for φz

Kind: instance method of MemberHinge

Param	Type	Description
diagram_values	Array	[[φz1, N1, Cφz1], [φz2, N2, Cφz2] ... [φzn, Nn, Cφzn]]

memberHinge.FrictionVyTranslationalX(friction_coefficient_x, spring_constant_x)

Sets translational friction Vy values for ux

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_x	Number	Friction coefficient X
spring_constant_x	Number	Spring constant X

memberHinge.FrictionVzTranslationalX(friction_coefficient_x, spring_constant_x)

Sets translational friction Vz values for ux

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_x	Number	Friction coefficient X
spring_constant_x	Number	Spring constant X

memberHinge.FrictionVyVzTranslationalX(friction_coefficient_x, spring_constant_x)

Sets translational friction VyVz values for ux

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_x	Number	Friction coefficient X
spring_constant_x	Number	Spring constant X

memberHinge.FrictionVyPlusVzTranslationalX(friction_coefficient_xy, friction_coefficient_xz, spring_constant_x)

Sets translational friction Vy+Vz values for ux

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_xy	Number	Friction coefficient XY
friction_coefficient_xz	Number	Friction coefficient XZ
spring_constant_x	Number	Spring constant X

memberHinge.FrictionNTranslationalY(friction_coefficient_y, spring_constant_y)

Sets translational friction N values for uy

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_y	Number	Friction coefficient Y
spring_constant_y	Number	Spring constant Y

memberHinge.FrictionVzTranslationalY(friction_coefficient_y, spring_constant_y)

Sets translational friction Vz values for uy

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_y	Number	Friction coefficient Y
spring_constant_y	Number	Spring constant Y

memberHinge.FrictionNVzTranslationalY(friction_coefficient_y, spring_constant_y)

Sets translational friction NVz values for uy

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_y	Number	Friction coefficient Y
spring_constant_y	Number	Spring constant Y

memberHinge.FrictionNPlusVzTranslationalY(friction_coefficient_yx, friction_coefficient_yz, spring_constant_y)

Sets translational friction N+Vz values for uy

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_yx	Number	Friction coefficient YX
friction_coefficient_yz	Number	Friction coefficient YZ
spring_constant_y	Number	Spring constant Y

memberHinge.FrictionNTranslationalZ(friction_coefficient_z, spring_constant_z)

Sets translational friction N values for uz

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_z	Number	Friction coefficient Z
spring_constant_z	Number	Spring constant Z

memberHinge.FrictionVyTranslationalZ(friction_coefficient_z, spring_constant_z)

Sets translational friction Vy values for uz

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_z	Number	Friction coefficient Z
spring_constant_z	Number	Spring constant Z

memberHinge.FrictionNVyTranslationalZ(friction_coefficient_z, spring_constant_z)

Sets translational friction NVy values for uz

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_z	Number	Friction coefficient Z
spring_constant_z	Number	Spring constant Z

memberHinge.FrictionNPlusVyTranslationalZ(friction_coefficient_zx, friction_coefficient_zy, spring_constant_z)

Sets translational friction N+Vy values for uz

Kind: instance method of MemberHinge

Param	Type	Description
friction_coefficient_zx	Number	Friction coefficient ZX
friction_coefficient_zy	Number	Friction coefficient ZY
spring_constant_z	Number	Spring constant Z

MemberNonlinearity

Kind: global class

new MemberNonlinearity(no, comment, params)

Creates member nonlinearity

Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

memberNonlinearity.FailureIfTension(no, members, comment, params) ⇒ Object

Creates member failure if tension nonlinearity

Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
members	Array	Assigned members
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

memberNonlinearity.FailureIfCompression(no, members, comment, params) ⇒ Object

Creates member failure if compression nonlinearity

Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
members	Array	Assigned members
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

memberNonlinearity.FailureIfTensionWithSlippage(no, members, slippage, comment, params) ⇒ Object

Creates member failure if tension with slippage nonlinearity

Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
members	Array	Assigned members
slippage	Number	Slippage
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

memberNonlinearity.FailureIfCompressionWithSlippage(no, members, slippage, comment, params) ⇒ Object

Creates member failure if compression with slippage nonlinearity

Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
members	Array	Assigned members
slippage	Number	Slippage
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

memberNonlinearity.Slippage(no, members, slippage, comment, params) ⇒ Object

Creates member slippage nonlinearity

Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
members	Array	Assigned members
slippage	Number	Slippage
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

memberNonlinearity.FailureUnderTension(no, members, tension_force, comment, params) ⇒ Object

Creates member tearing under tension nonlinearity

Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
members	Array	Assigned members
tension_force	Number	Tension force
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

memberNonlinearity.YieldingUnderTension(no, members, tension_force, comment, params) ⇒ Object

Creates member yielding under tension nonlinearity

Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
members	Array	Assigned members
tension_force	Number	Tension force
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

memberNonlinearity.FailureUnderCompression(no, members, compression_force, comment, params) ⇒ Object

Creates member tearing under compression nonlinearity

Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
members	Array	Assigned members
compression_force	Number	Compression force
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

memberNonlinearity.YieldingUnderCompression(no, members, compression_force, comment, params) ⇒ Object

Creates member yielding under compression nonlinearity

Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
members	Array	Assigned members
compression_force	Number	Compression force
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

memberNonlinearity.Failure(no, members, compression_force, tension_force, comment, params) ⇒ Object

Creates member tearing nonlinearity

Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
members	Array	Assigned members
compression_force	Number	Compression force
tension_force	Number	Tension force
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

memberNonlinearity.Yielding(no, members, compression_force, tension_force, comment, params) ⇒ Object

Creates member yielding nonlinearity

Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
members	Array	Assigned members
compression_force	Number	Compression force
tension_force	Number	Tension force
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

MemberResultIntermediatePoint

Kind: global class

new MemberResultIntermediatePoint(no, members, comment, params)

Creates member result intermediate point

Returns: Object - Created member result intermediate point

Param	Type	Description
no	Number	Index of member definable stiffness, can be undefined
members	Array	Assigned members, can be undefined
comment	String	Comment, can be undefined
params	Object	Member result intermediate point parameters, can be undefined

memberResultIntermediatePoint.UniformDistances(divisions_count, notes)

Sets number of points

Kind: instance method of MemberResultIntermediatePoint

Param	Type	Description
divisions_count	Number	Number of division ordinates
notes	Array	Notes to each point, can be undefined

memberResultIntermediatePoint.DivisionOrdinates(division_ordinates, notes, absolute, clear_ordinates)

Sets division ordinates

Kind: instance method of MemberResultIntermediatePoint

Param	Type	Description
division_ordinates	Array	Division ordinates
notes	Array	Division ordinates notes, can be undefined
absolute	Boolean	Distances are absolute or relative can be undefined (default value is absolute)
clear_ordinates	Boolean	Clears default ordinates, can be undefined (default value is true)

MemberStiffnessModification

Kind: global class

new MemberStiffnessModification(no, structure_modifications, comment, params)

Creates member stiffness modification

Returns: Object - Created member stiffness modification

Param	Type	Description
no	Number	Index of member stiffness modification, can be undefined
structure_modifications	Array	Assigned structure modifications, can be undefined
comment	String	Comment, can be undefined
params	Object	Member stiffness modification parameters, can be undefined

memberStiffnessModification.TotalStiffnessFactor(total_stiffness)

Sets total stiffness factor

Kind: instance method of MemberStiffnessModification

Param	Type	Description
total_stiffness	Number	Total stiffness

memberStiffnessModification.PartialStiffnessFactors(axial_stiffness, bending_stiffness_y, bending_stiffness_z, shear_stiffness_y, shear_stiffness_z, torsional_stiffness, weight)

Sets partial stiffness factors

Kind: instance method of MemberStiffnessModification

Param	Type	Description
axial_stiffness	Number	Axial stiffness, can be undefined
bending_stiffness_y	Number	Bending stiffness Y, can be undefined
bending_stiffness_z	Number	Bending stiffness Z, can be undefined
shear_stiffness_y	Number	Shear stiffness Y, can be undefined
shear_stiffness_z	Number	Shear stiffness Z, can be undefined
torsional_stiffness	Number	Torsional stiffness, can be undefined
weight	Number	Weight, can be undefined

memberStiffnessModification.ConcreteStructuresAci(component_type)

Sets concrete structure ACI

Kind: instance method of MemberStiffnessModification

Param	Type	Description
component_type	Number	Component type: COLUMNS, BEAMS. Can be undefined

memberStiffnessModification.ConcreteStructuresCsa(component_type)

Sets concrete structure CSA

Kind: instance method of MemberStiffnessModification

Param	Type	Description
component_type	Number	Component type: COLUMNS, BEAMS. Can be undefined

memberStiffnessModification.SteelStructuresAisc(determine_tau_b, design_method)

Sets steel structures AISC

Kind: instance method of MemberStiffnessModification

Param	Type	Description
determine_tau_b	Number	Determine τb: Iterative (1), Set to 1 (2). Can be undefined.
design_method	Number	Design method: LRFD (1), ASD (2). Can be undefined. If determine τb has "Set to 1" value, must be undefined.

memberStiffnessModification.SteelStructuresCSA(determine_tau_b, axial_stiffness, bending_stiffness_y, bending_stiffness_z, shear_stiffness_y, shear_stiffness_z, torsional_stiffness)

, Sets steel structures CSA

Kind: instance method of MemberStiffnessModification

Param	Type	Description
determine_tau_b	Number	Determine τb: Iterative (1), Set to 1 (2). Can be undefined.
axial_stiffness	Number	Axial stiffness multiplier factor, can be undefined. If defined, apply τb is set to true.
bending_stiffness_y	Number	Bending stiffness multiplier factors Z, can be undefined. If defined, apply τb is set to true.
bending_stiffness_z	Number	Bending stiffness multiplier factors Y, can be undefined. If defined, apply τb is set to true.
shear_stiffness_y	Number	Shear stiffness Y, can be undefined. If defined, apply τb is set to true.
shear_stiffness_z	Number	Shear stiffness Z, can be undefined. If defined, apply τb is set to true.
torsional_stiffness	Number	Torsional stiffness, can be undefined. If defined, apply τb is set to true.

setTransverseOffset(memberEccentricity, reference_type, reference, reference_node_index, alignment_type)

Sets transverse offset (private)

Kind: global function

Param	Type	Description
memberEccentricity	Object	Member eccentricity to be set
reference_type	String	Reference type ("None", "Member", "Surface")
reference	Number	object index Reference member or surface index
reference_node_index	Number	Reference member node index, in case of surface is undefined
alignment_type	String	For member offset: LEFT_TOP, CENTER_TOP, RIGHT_TOP, LEFT_CENTER, CENTER_CENTER, RIGHT_CENTER, LEFT_BOTTOM, CENTER_BOTTOM, RIGHT_BOTTOM. For surface offset: CENTER_TOP, CENTER_CENTER, CENTER_BOTTOM.

createMemberEccentricity(no, members_start_list, members_end_list, comment, params) ⇒ Object

Creates member eccentricity

Kind: global function
Returns: Object - Created member eccentricity

Param	Type	Description
no	Number	Index of member eccentricity, can be undefined
members_start_list	Array	Members start, can be undefined
members_end_list	Array	Members end, can be undefined
comment	String	Comment, can be undefined
params	Object	Member eccentricity parameters, can be undefined

setRelativeValues(member_eccentricity, alignment_type)

Sets member eccentricity for relative to section type (private)

Kind: global function

Param	Type	Description
member_eccentricity	Object	Member eccentricity to be set
alignment_type	String	Alignment: LEFT_TOP, CENTER_TOP, RIGHT_TOP, LEFT_CENTER, CENTER_CENTER, RIGHT_CENTER, LEFT_BOTTOM, CENTER_BOTTOM, RIGHT_BOTTOM.

getAlignmentParts(alignment) ⇒ Array

Creates horizontal and vertical strings of alignment (private)

Kind: global function
Returns: Array - Horizontal and vertical strings of alignment

Param	Type	Description
alignment	String	Alignment string

setAbsoluteValues(memberEccentricity, offset_x, offset_y, offset_z, coordinate_system)

Sets member eccentricity for absolute type (private)

Kind: global function

Param	Type	Description
memberEccentricity	Object	Member eccentricity to be set
offset_x	Number	Eccentricity in X
offset_y	Number	Eccentricity in Y
offset_z	Number	Eccentricity in Z
coordinate_system	Number	Coordinate system, can be undefined. Default value is "Local xyz".

setPartialActivityZoneValues(member_hinge, zone_values, param_type_name, param_slippage_name, param_displacement_name, param_force_name)

Sets values for partial activity zone (private)

Kind: global function

Param	Type	Description
member_hinge	Object	Member hinge to which values has to be set
zone_values	Array	Negative / positive zone values - "Complete": [0] - "Fixed from release displacement": [1, u(x
param_type_name	String	Parameter name for partial activity zone name
param_slippage_name	String	Parameter name for partial activity slippage name
param_displacement_name	String	Parameter name for partial activity displacement name
param_force_name	String	Parameter name for partial activity force name

setMainHingeValues(member_hinge, values, property_1, property_2) ⇒

Sets values to member hinge (private)

Kind: global function
Returns: Returns modified member hinge

Param	Type	Description
member_hinge	Object	Member hinge
values	Array	Values to be set, [Translational/Rotational, Spring constant, Nonlinearity] - Values can be in two formats: [bool, float, string] - if bool is true (translation is enabled), then can be specified next two values (spring constant and nonlinearity) [bool, string] - if bool is false (translation is disabled), then can be specified only next one value (nonlinearity) Nonlinearity: can be string name or index: None (0), Fixed if negative (1), Fixed if positive (2), Failure all if negative (3), Failure all if positive (4), Partial activity (5), Diagram (6), Stiffness diagram (7), Friction direction 1 (8), Friction direction 2 (9), Friction direction 1 2 (10), Friction direction 1 + 2 (11)
property_1	String	Spring constant string name
property_2	String	Nonlinearity string name

createMemberHinge(no, members_start_list, members_end_list, comment, params) ⇒ Object

Creates member hinge (private)

Kind: global function
Returns: Object - Created member hinge

Param	Type	Description
no	Number	Index of member hinge, van be undefined
members_start_list	Array	Member start, can be undefined
members_end_list	Array	Member end, can be undefined
comment	String	Comment, can be undefined
params	Object	Member hinge parameters, can be undefined

setParameters(member_nonlinearity, parameters, param_1_name, param_2_name)

Sets parameters to member nonlinearity (private)

Kind: global function

Param	Type	Description
member_nonlinearity	Object	Member nonlinearity to be setParameters
parameters	Array	Nonlinearity parameters
param_1_name	String	Name of first parameter
param_2_name	String	Name of first parameter, can be undefined

createNonlinearity(no, member_list, comment, params) ⇒ Object

Creates member nonlinearity

Kind: global function
Returns: Object - Created member nonlinearity

Param	Type	Description
no	Number	Index of member nonlinearity, can be undefined
member_list	Array	Assigned members
comment	String	Comment, can be undefined
params	Object	Member nonlinearity parameters, can be undefined

DistancesAreAbsolute(memberResultIntermediatePoint, absolute)

Sets division ordinates as absolute (private)

Kind: global function

Param	Type	Description
memberResultIntermediatePoint	Object	Member result intermediate point to be set
absolute	Boolean	Division ordinates are absolute, can be undefined (default value is true)