Nonlinear Static Staged Construction Form



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Access the Analysis Case Data - Nonlinear Static Staged Construction form as follows:

  1. Click the Define menu > Analysis Cases command to display the Analysis Cases form.

  2. Click the Add New Case button or highlight a previously defined analysis case and click the Add Copy of Case or the Modify/Show Case button to display the Analysis Case Data form.

  3. Select Static from the Analysis Case Type drop-down list and select the Nonlinear Staged Construction option for Analysis Type.

 

Use the Analysis Case Data - Nonlinear Static Staged Construction form to view and change the definition of a nonlinear direct-integration time-history analysis case for staged construction. A direct-integration time-history analysis solves equations for the entire structure at each time step, as compared with a modal time-history analysis, which uses the method of mode superposition.

After providing the necessary data, click the Add button to add the load definition to the specified stage of the construction sequence. Click on existing data, revise the data and click the Modify button to make the change. Click on existing data and click the Delete button to delete a load definition.

Note:  When the Show Stages in Tree View button is clicked, SAP2000 may display a message indicating that time dependent information has been specified and that the flag to consider this information is set to off. To turn this flag on so that those time dependent properties can be included in the analysis, click the Nonlinear Parameters Modify/Show button (see below) to access the Nonlinear Parameters form; check the Time Dependent Material Properties check box.

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