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

<div>Ratio (SSI/NSSI) of base shear values according to the width change with different soil conditions in each direction. (a) EW direction. (b) NS direction.</div>

Advances in Civil Engineering

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Figure 11

Figure 11: Evaluation of Seismic Performance and Soil-Structure Interaction (SSI) for Piloti-Type Buildings considering Korean Geotechnical Conditions 

Figure 11 | Evaluation of Seismic Performance and Soil-Structure Interaction (SSI) for Piloti-Type Buildings considering Korean Geotechnical Conditions 