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

Table 4

Results from the regression analysis.

Components	Log-regression parameters		Log-standard deviation
	Pier	1.19		1.03	0.13
Pylon	0.98	0.51	0.41
Bearing	1.37	3.57	0.45
Deck	0.92	1.32	0.95