Evaluation of Seismic Performance and Soil-Structure Interaction (SSI) for Piloti-Type Buildings considering Korean Geotechnical Conditions

<div>Results of RMS ratios (SSI/NSSI) of acceleration and base shear time history data with different soil conditions. (a) RMS ratio of the acceleration time history at the top of the 1<sup>st</sup> floor. (b) RMS ratio of the base shear time history.</div>

Advances in Civil Engineering

fig8

Figure 8

Figure 8: Evaluation of Seismic Performance and Soil-Structure Interaction (SSI) for Piloti-Type Buildings considering Korean Geotechnical Conditions 

Figure 8 | Evaluation of Seismic Performance and Soil-Structure Interaction (SSI) for Piloti-Type Buildings considering Korean Geotechnical Conditions 