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Structure Modifications

A structure modification allows you to individually adjust stiffnesses of materials, objects, and object types. Furthermore, selected objects or nonlinear object properties can be deactivated for the calculation.

Info

Structure modifications must be assigned to load cases or load combinations.

Modify Stiffnesses

In this dialog section, select the object types for which you want to adjust the stiffnesses. It is possible to change the properties of materials, cross-sections, members, hinges, and supports. Furthermore, it is possible to consider the specific object stiffnesses of some design add-ons for the structural analysis; for example, the moisture class of timber members according to SIA 261 [1] in connection with SIA 265 [2], or the influence of shear panels and rotational restraints for Members in a calculation with seven degrees of freedom.

Important

Stiffness modifications of materials, cross-sections, and members are only taken into account for the structural analysis, not for the design checks in the design add-ons.

You can define the stiffness properties of the individual objects in separate tabs. They are adapted to the object type. To adjust the stiffness of a material, for example, enter the multiplier factor or division factor for the modulus of elasticity and the shear modulus.

For cross-sections, supports, and hinges, you can define factors for the individual stiffnesses or degrees of freedom. The following image shows how the torsional moment of inertia of a rectangular cross-section is reduced to 10% of the stiffness.

Info

Modification factors for member hinges and supports are only effective if spring constants are defined. They have no influence in the case of hinged or fixed boundary conditions.

In the corresponding tab for members, a type of stiffness modification must be assigned or a new one can be defined. The parameters of this type are described in the chapter Member Stiffness Modifications.

Enter the numbers of the relevant members, or select the objects graphically by clicking the Select Individually button.

Deactivate Nonlinearities

If objects with nonlinear properties are used in the model, you can deactivate the effect of individual object types. This way, you can prevent, for example, failing "Member Types" like tension and compression members or lifting forces in the case of a nonlinearly acting "Member Support". All selected objects are applied as linearly acting in the calculation.

Important

We recommend suppressing nonlinearities only for test purposes; for example, to find the cause of an instability.

Other Options

The "Deactivate objects" function allows you not to apply certain model objects in the calculation. For example, you can analyze the effect of temporary members (jack posts) or supports without deleting the members or supports.

When selecting the check box, the "Deactivate Objects" tab becomes available.

You can also disable the "Stiffness Objects", such as members, as well as "Supports". The individual objects must be defined in an "Object Selection" (see the chapter Object Selections). Select an existing object selection from the list, or use the New button to create a new type.


References
  1. SIA 261:2014: Einwirkungen auf Tragwerke. Schweizerische Normen-Vereinigung, 2014.
  2. SIA 265:2012: Holzbau. Schweizerischer Ingenieur- und Architektenverein, Zürich, 2012
Parent Chapter