-Q&A Q.In order to perform the analysis of ground consolidation with a structure idealized through Takeda model (nonlinear beam element)， which version of the FLIP is applicable?

- and or
- All categories
- Admission
- Purchase
- FLIP programs
- Analysis
- Others

In order to perform the analysis of ground consolidation with a structure idealized through Takeda model (nonlinear beam element), which version of the FLIP is applicable?

For analysis of consolidation of ground, use FLIP ROSE ver7.2.3_4 or later. In ver.7.2.3_4 or later, asymmetric modified Takeda model is also available.

Even in the initial static gravity analysis, each spring in multi-spring model element considers each history, all of which are transferred to dynamic analysis.

In principle, displacements (and element history) is transferred from one stage to other in multi-stage analysis.