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

<div>The partial dependence of vertical PGA (PGA-V) and bearing number (<i>B</i>) with (a) pier top displacement and (b) bearing ESS.</div>

Shock and Vibration

Figure 14: Seismic Response Analysis and Evaluation of Laminated Rubber Bearing Supported Bridge Based on the Artificial Neural Network 