Nonlinear time history analysis of a bridge with seismic isolators

  • Bridge Engineering
  • midas Civil
  • 2012.09.13

 

Since this tutorial focuses on the procedure for performing nonlinear boundary time history analysis, the modeling process will be omitted, and a completed model file will be opened.

The procedure for performing nonlinear boundary time history analysis with M IDAS/Civil is as follows:

1.  Define the properties of Nonlinear Links

2.  Input Nonlinear Links

3.  Enter the analysis conditions for Time History Analysis

4.  Perform Nonlinear Time History Analysis.

5.  Check the analysis results


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