Pounding Dynamic Responses of Sliding Base-Isolated Rectangular Liquid-Storage Structure considering Soil-Structure Interactions

Table 2

Seismic waves.

Earthquake	Station	PGA (g)	PGV (cm/s)	PGD (m)	Pulse duration (s)
Chi-Chi	TCU036	0.13381	11.50826	0.02336	5.341
Imperial Valley-06	Westmorland Fire Sta	0.07605	4.24472	0.00838	—