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

Figure 4

Acceleration response spectra and time history of Gyeongju earthquake monitored at three stations. (a) Comparison of normalized SA in EW direction. (b) Comparison of normalized SA in NS direction. (c) Acceleration time history in EW direction at DAG2. (d) Acceleration time history in NS direction at DAG2.

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