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

Table 4

Kinetic parameters when  = 2.84 s, μ = 0.05, and the peak acceleration is 0.4.

Parameters
Unit	N/mm	N/mm	N·s/mm	N·s/mm	—	—	Hz	Hz
El Centro	5283	87000	1110	753	0.336	0.05	3.15	25.5
Taft	6108	87000	1313	754	0.375	0.05	3.17	34.9