Research Article
Analysis of Traveling Wave and Combined Site Effect of Long-Span Upper-Bearing Concrete-Filled Steel Tubular Arch Bridge
Table 1
Peak acceleration correction value.
| Seismic wave | Main direction peak acceleration (g) | Safety assessment peak acceleration (g) | Correction factor | Abbreviation |
| EL Centro | 0.36 | 0.415 | 1.163 | E | Taft | 0.18 | 2.315 | T | Hollywood | 0.06 | 7.007 | H | San Fernando | 0.32 | 1.316 | S |
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