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Challenges faced during the modelling, dynamic analysis, and vulnerability study with SOFiSTiK in the context of the SMART 2013 Benchmark Project

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Figure

Figure 3. SOFiSTiK FE models including shaking table (left, stages #2, 3) and with support springs (right, stage #4)
Figure 4. Damping values introduced by Rayleigh parameters vs values given by CEA Richard et al
Figure 6. Comparison of acceleration response spectra from Run 7, level 30, damping 5%
Table 2. Comparison of maximum absolute displacements in mm, values in ( ) are measured displacements (Run19A = Run19 with CEA damping values)
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