Advances in Civil Engineering / 2011 / Article / Tab 4

Research Article

Effect of Ground Motion Directionality on Fragility Characteristics of a Highway Bridge

Table 4

Fragility parameters of the bridge at different for one component of ground motion (case  II).

(degree)Fragility parameters at different damage levelsNormalized median values
(g) (g) (g)

00.5600.7071.0601.0001.0001.000
150.4760.5570.8220.8500.7880.775
300.4350.5170.7420.7770.7310.700
450.4070.5170.7420.7270.7310.700
600.4350.5170.7600.7770.7310.717
750.4900.5790.7780.8750.8190.734
900.5600.6170.8561.0000.8730.808

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