Visual Multimedia Intelligent Computing System for Seismic Performance of Bridge Structure Based on Object-Oriented Technology

Table 1

Failure probabilities of bridge piers in each limit state under seismic action in a 50-year base period.

Limit state A10	0.1 g	0.15 g	0.2 g	0.3 g	0.4 g
Yield	0.0241	0.0612	0.1163	0.2714	0.4566
Minor damage	0.0068	0.0176	0.0344	0.0863	0.1616
Damage control	0.0024	0.0062	0.0122	0.0312	0.0602
Collapse control	0.0014	0.0036	0.0070	0.0179	0.0347