Energy Response Analysis of Continuous Beam Bridges with Friction Pendulum Bearing by Multihazard Source Excitations

Table 5

The optimal parameters in different cases.

Parameters	Cases
	El Centro		Taft		Sichuan
	0.3	0.4	0.3	0.4
μ	0.03-0.04	0.04-0.05	0.06-0.07	0.09-0.1	0.04–0.06
	3.17 s	2.84 s–3.17 s	3.17 s	3.17 s	3.17 s