# SpecialObjects
# StructureModification
Kind: global class
# new StructureModification(no, comment, params)
Creates member
Returns: Created structure modification
| Param | Type | Description |
|---|---|---|
| no | Number | Index of structure modification, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Structure modification's parameters, can be undefined |
# structureModification.Material(material_name, modification_type, factor_for_e_and_g, comment)
Modification of material
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| material_name | String | Name of material |
| modification_type | String | Type of modification ("Multiplier factor", "Division factor"), can be undefined (Multiplier factor as default) |
| factor_for_e_and_g | Number | Factor for E and G, can be undefined (1.00 by default) |
| comment | String | Comment, can be undefined |
# structureModification.Section(section_name, sectional_areas_factor_a, sectional_areas_factor_a_y, sectional_areas_factor_a_z, moment_of_inertia_factor_j, moment_of_inertia_favor_i_y, moment_of_inertia_favor_i_z)
Modification of section
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| section_name | String | Name of section |
| sectional_areas_factor_a | Number | Sectional areas factor A, can be undefined (1.00 by default) |
| sectional_areas_factor_a_y | Number | Sectional areas factor Ay, can be undefined (1.00 by default) |
| sectional_areas_factor_a_z | Number | Sectional areas factor Az, can be undefined (1.00 by default) |
| moment_of_inertia_factor_j | Number | Moment of inertia factor J, can be undefined (1.00 by default) |
| moment_of_inertia_favor_i_y | Number | Moment of inertia factor Iy, can be undefined (1.00 by default) |
| moment_of_inertia_favor_i_z | Number | Moment of inertia factor Iz, can be undefined (1.00 by default) |
# structureModification.Members(member_stiffness_modification, members, comment)
Modification of members
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| member_stiffness_modification | Object | Member stiffness modification index |
| members | Array | List of members indexes |
| comment | String | Comment, can be undefined, can be undefined |
# structureModification.Surfaces(surface_stiffness_modification, surfaces, comment)
Modification of surfaces
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| surface_stiffness_modification | Object | Surface stiffness modification index |
| surfaces | Array | List of surfaces indexes |
| comment | String | Comment, can be undefined |
# structureModification.MemberHinges(member_no, member_side, translational_factor_u_x, translational_factor_u_y, translational_factor_u_z, rotational_factor_phi_x, rotational_factor_phi_y, rotational_factor_phi_z)
Modification of member hinges
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| member_no | Number | Member index |
| member_side | String | Member hinge side (start, end) |
| translational_factor_u_x | Number | Translational spring constant Cu,x, can be undefined (1.00 by default) |
| translational_factor_u_y | Number | Translational spring constant Cu,y, can be undefined (1.00 by default) |
| translational_factor_u_z | Number | Translational spring constant Cu,z, can be undefined (1.00 by default) |
| rotational_factor_phi_x | Number | Rotational spring constant Cφ,x, can be undefined (1.00 by default) |
| rotational_factor_phi_y | Number | Rotational spring constant Cφ,y, can be undefined (1.00 by default) |
| rotational_factor_phi_z | Number | Rotational spring constant Cφ,z, can be undefined (1.00 by default) |
# structureModification.LineHinges(surface_no, line_no, translational_factor_u_x, translational_factor_u_y, translational_factor_u_z, rotational_factor_phi_x)
MOdification for line hinges
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| surface_no | Number | Surface index |
| line_no | Number | Line index |
| translational_factor_u_x | Number | Translational factor Cu,x, can be undefined (1.00 by default) |
| translational_factor_u_y | Number | Translational factor Cu,y, can be undefined (1.00 by default) |
| translational_factor_u_z | Number | Translational factor Cu,z, can be undefined (1.00 by default) |
| rotational_factor_phi_x | Number | Rotational factor Cφ,x, can be undefined (1.00 by default) |
# structureModification.NodalSupports(node_no, support_factor_ux, support_factor_uy, support_factor_uz, restraint_factor_phi_x, restraint_factor_phi_y, restraint_factor_phi_z)
Modification of nodal supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| node_no | Number | Node index |
| support_factor_ux | Number | Support factor Cu,x, can be undefined (1.00 by default) |
| support_factor_uy | Number | Support factor Cu,y, can be undefined (1.00 by default) |
| support_factor_uz | Number | Support factor Cu,z, can be undefined (1.00 by default) |
| restraint_factor_phi_x | Number | Restraint factor Cφ,x, can be undefined (1.00 by default) |
| restraint_factor_phi_y | Number | Restraint factor Cφ,y, can be undefined (1.00 by default) |
| restraint_factor_phi_z | Number | Restraint factor Cφ,z, can be undefined (1.00 by default) |
# structureModification.LineSupports(line_no, translational_factor_u_x, translational_factor_u_y, translational_factor_u_z, rotational_factor_phi_x, rotational_factor_phi_y, rotational_factor_phi_z)
Modification of line supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| line_no | Number | Line index |
| translational_factor_u_x | Number | Translational factor Cu,x, can be undefined (1.00 by default) |
| translational_factor_u_y | Number | Translational factor Cu,y, can be undefined (1.00 by default) |
| translational_factor_u_z | Number | Transational factor Cu,z, can be undefined (1.00 by default) |
| rotational_factor_phi_x | Number | Rotational factor Cφ,x, can be undefined (1.00 by default) |
| rotational_factor_phi_y | Number | Rotational factor Cφ,z, can be undefined (1.00 by default) |
| rotational_factor_phi_z | Number | Rotational factor Cφ,z, can be undefined (1.00 by default) |
# structureModification.MemberSupports(member_no, translational_factor_u_x, translational_factor_u_y, translational_factor_u_z, shear_factor_s_x, shear_factor_s_y, shear_factor_s_z, rotational_factor_phi_x)
Modification of member supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| member_no | Number | Member index |
| translational_factor_u_x | Number | Translational factor Cu,x, can be undefined (1.00 by default) |
| translational_factor_u_y | Number | Translational factor Cu,y, can be undefined (1.00 by default) |
| translational_factor_u_z | Number | Translational factor Cu,z, can be undefined (1.00 by default) |
| shear_factor_s_x | Number | Shear factor Cs,x, can be undefined (1.00 by default) |
| shear_factor_s_y | Number | Shear factor Cs,y, can be undefined (1.00 by default) |
| shear_factor_s_z | Number | Shear factor Cs,z, can be undefined (1.00 by default) |
| rotational_factor_phi_x | Number | Rotational factor Cφ,x, can be undefined (1.00 by default) |
# structureModification.SurfaceSupports(surface_no, translational_factor_u_x, translational_factor_u_y, translational_factor_u_z, shear_factor_v_xz, shear_factor_v_yz)
Modification of surface supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| surface_no | Number | Surface index |
| translational_factor_u_x | Number | Translational factor Cu,x, can be undefined (1.00 by default) |
| translational_factor_u_y | Number | Translational factor Cu,y, can be undefined (1.00 by default) |
| translational_factor_u_z | Number | Translational factor Cu,z, can be undefined (1.00 by default) |
| shear_factor_v_xz | Number | Shear factor Cv,xz, can be undefined (1.00 by default) |
| shear_factor_v_yz | Number | Shear factor Cv,yz, can be undefined (1.00 by default) |
# structureModification.DeactivateObjects(members_object_selection, surfaces_object_selection, solids_object_selection, support_on_nodes_object_selection, support_on_lines_object_selection, support_on_members_object_selection, support_on_surfaces_object_selection)
Deactivation of objects
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| members_object_selection | Object | Object selection with deactivated members, can be undefined (1.00 by default) |
| surfaces_object_selection | Object | Object selection with deactivated surfaces, can be undefined (1.00 by default) |
| solids_object_selection | Object | Object selection with deactivated solids, can be undefined (1.00 by default) |
| support_on_nodes_object_selection | Object | Object selection with deactivated nodal's supports, can be undefined (1.00 by default) |
| support_on_lines_object_selection | Object | Object selection with deactivated line's supports, can be undefined (1.00 by default) |
| support_on_members_object_selection | Object | Object selection with deactivated member's supports, can be undefined (1.00 by default) |
| support_on_surfaces_object_selection | Object | Object selection with deactivated surfaces's supports, can be undefined (1.00 by default) |
# structureModification.ModifyMemberReinforcement(enabled)
Sets member concrete reinforcement
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Enabled, true if undefined |
# structureModification.ModifySurfaceReinforcement(enabled)
Sets surface concrete reinforcement
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Enabled, true if undefined |
# structureModification.ModifyTimberMember(enabled)
Sets timber members due to moisture class
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Enabled, true if undefined |
# structureModification.DisableMaterialNonlinearityModels(disabled)
Deactivates material nonlinearity models
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
# structureModification.DisableTemperatureDependencies(disabled)
Deactivates temperature dependencies
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
# structureModification.DisableNonlinearitiesLineHinges(disabled)
Deactivates line nonlinearities - line hinges
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
# structureModification.DisableNonlinearitiesMemberTypes(disabled)
Deactivates member nonlinearities - member types
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
# structureModification.DisableNonlinearitiesMemberHinges(disabled)
Deactivates member nonlinearities - member hinges
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
# structureModification.DisableMemberNonlinearities(disabled)
Deactivates member nonlinearities
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
# structureModification.DisableNonlinearitiesSurfaceOrSolidContact(disabled)
Deactivates contact nonlinearities - surface contact, solid types "Contact"
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
# structureModification.DisableNonlinearitiesNodalSupports(disabled)
Deactivates support nonlinearities - nodal supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
# structureModification.DisableNonlinearitiesLineSupports(disabled)
Deactivates support nonlinearities - line supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
# structureModification.DisableNonlinearitiesMemberSupports(disabled)
Deactivates support nonlinearities - member supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
# structureModification.DisableNonlinearitiesSurfaceSupports(disabled)
Deactivates support nonlinearities - surface supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
# setTableValue(value, table, tableParameter, row, controlParameter, errorString)
Sets table value (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| value | Number | Value to set |
| table | String | Table to set |
| tableParameter | String | Table parameter with value to set |
| row | Number | Row with parameter and its value |
| controlParameter | Number | Control parameter to check, if value can be set |
| errorString | Number | Error message in case the value cannot be set |
# getMembersWithHinges() ⇒
Finds all members with hinges (private)
Kind: global function
Returns: List with array (member index, member side, member hinge)
# getLinesWithHinges() ⇒
Finds all lines with hinges (private)
Kind: global function
Returns: List with array (surface index, line index, line hinge)
# getObjectsWithSupport(objects_list) ⇒
Finds all specified objects with hinges
Kind: global function
Returns: List with array (object's index, support)
| Param | Type | Description |
|---|---|---|
| objects_list | Object | Object's container |