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Advances in Civil Engineering
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2020
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Article
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Tab 5
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Research Article
Performance-Based Seismic Fragility and Residual Seismic Resistance Study of a Long-Span Suspension Bridge
Table 5
Seismic resilience of the stage index and damage probability (section R-A).
Damage interval
Sa
= 0.03 g
Sa
= 0.06 g
Sa
= 0.09 g
D
0
0.983
0.382
0.093
0.021
D
1
0.958
0.260
0.164
0.057
D
2
0.697
0.216
0.272
0.170
D
3
0.191
0.037
0.075
0.063
D
4
0
0.105
0.396
0.689