Seismic Response Analysis and Evaluation of Laminated Rubber Bearing Supported Bridge Based on the Artificial Neural Network

Table 2

The distribution of bearing parameters.

Factor	Range maximum	Range minimum
A (m)	0.36	0.07065
H (m)	0.204	0.048
(m/s)	0.835	0.003
L (MN/m)	10	1.5
T (year)	20	0