Advances in Civil Engineering / 2017 / Article / Tab 4

Research Article

Seismic Fragility Assessment of an Isolated Multipylon Cable-Stayed Bridge Using Shaking Table Tests

Table 4

Results from the regression analysis.

ComponentsLog-regression parametersLog-standard deviation

Pier1.191.030.13
Pylon0.980.510.41
Bearing1.373.570.45
Deck0.921.320.95

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