Nonlinear Pounding Analysis of Multispan and Simply Supported Beam Bridges Subjected to Strong Ground Motions

Table 2

Peak displacement (m).

Case	1#	2#	3#	4#	5#
0.1–9.8	0.4279	0.3906	0.3445	0.3931	0.4474
0.1–9.9	0.4279	0.3906	0.3492	0.3931	0.4473
0.1–10	0.4471	0.428	0.3907	0.3472	0.3931
0.12–9.8	0.4093	0.4257	0.3449	0.3933	0.4305
0.12–9.9	0.4093	0.4257	0.3449	0.3933	0.4304
0.12–10	0.4093	0.4257	0.3449	0.3933	0.4303
0.14–9.8	0.4093	0.4257	0.3448	0.4222	0.4013
0.14–9.9	0.4093	0.4257	0.3448	0.4222	0.4013
0.14–10	0.4093	0.4257	0.3448	0.4222	0.4013
0.16–9.8	0.4093	0.4257	0.3448	0.4222	0.4013
0.16–9.9	0.4093	0.4257	0.3448	0.4222	0.4013
0.16–10	0.4093	0.4257	0.3448	0.4222	0.4013
0.18–9.8	0.4093	0.4465	0.4074	0.4222	0.4013
0.18–9.9	0.4093	0.4464	0.4069	0.4222	0.4013