Research Article
Energy Response Analysis of Continuous Beam Bridges with Friction Pendulum Bearing by Multihazard Source Excitations
Table 1
Characteristics of seismic waves.
| Wave | Peak acceleration () corresponding to the acceleration coefficient | Duration (s) | Dominant period of the ground motion (s) |
| El Centro | 0.3 | 0.4 | 27 | 0.54 | Taft | 30 | 0.36 |
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