Effect of Soil-Structure Interaction on Seismic Performance of Long-Span Bridge Tested by Dynamic Substructuring Method

Table 3

Maximum strain at the bottom of Pier2 and Pier3.

	(m/s)	Infinity	400	200	100
El Centro	Pier2 ()	269	559	601	272
	Pier3 ()	193	416	505	216
Wenchuan	Pier2 ()	345	710	643	185
	Pier3 ()	289	725	513	118