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

Table 4

Displacement (m).

Bearing stiffness (N/m)	1#	2#	3#	4#	5#	Deck
0.8 × 10^6	0.4127	0.4274	0.3462	0.4237	0.4029	0.4097
0.9 × 10^6	0.4110	0.4273	0.3459	0.4237	0.4029	0.4097
1.0 × 10^6	0.4110	0.4273	0.3458	0.4237	0.4028	0.4588
1.1 × 10^6	0.4109	0.4272	0.3458	0.4237	0.4028	0.4096
1.2 × 10^6	0.4107	0.4271	0.3460	0.4236	0.4027	0.4094
1.3 × 10^6	0.4106	0.4270	0.3462	0.4236	0.4026	0.4093
1.4 × 10^6	0.4104	0.4269	0.3465	0.4235	0.4024	0.4092
1.5 × 10^6	0.4102	0.4268	0.3461	0.4234	0.4023	0.4090