Advances in Civil Engineering / 2011 / Article / Tab 3

Research Article

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

Table 3

Fragility parameters of the bridge at different for two orthogonal components of ground motion (case  I).

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

00.3650.5000.7421.0001.0001.000
150.4000.4790.7151.0960.9580.964
300.3870.4630.6701.0600.9260.903
450.4070.5000.6901.1151.0000.930
600.4020.5000.7281.1011.0000.981
750.3640.5140.7450.9971.0281.004
900.3550.4840.7380.9730.9680.995

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