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  • Question 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?
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    Answer 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.
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    Detail

    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.
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