Probabilistic seismic risk forecasting of aging bridge networks

被引:53
作者
Zanini, Mariano Angelo [1 ]
Faleschini, Flora [1 ]
Pellegrino, Carlo [1 ]
机构
[1] Univ Padua, Dept Civil Environm & Architectural Engn, Via Marzolo 9, I-35131 Padua, Italy
关键词
Annual loss; Bridge networks; Brownian Passage Time; Deterioration; Management policies; Seismic risk; LIFE-CYCLE ANALYSIS; SPATIAL CORRELATION; HAZARD ASSESSMENT; GROUND MOTION; SOURCE MODEL; FRAGILITY; SUSTAINABILITY; DETERIORATION; VULNERABILITY; METHODOLOGY;
D O I
10.1016/j.engstruct.2017.01.029
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bridges are the most vulnerable elements in transport systems, and they may undergo structural problems due to environmental conditions and natural disasters. Governmental agencies and owning companies must therefore plan maintenance and retrofit interventions rationally, to avoid potential severe network disruptions. With reference to seismic risk, several studies on the risk assessment of bridge networks, and on aging as one of the main factors affecting the seismic vulnerability of existing bridges, have recently also been reported. In these contributions, the seismic fragility of bridges is considered as a time-dependent parameter, whereas seismic hazard and financial exposure are described according to classic stationary assumptions. The present study proposes an innovative, comprehensive and fully time-dependent probabilistic seismic risk framework, to evaluate the expected average annual loss for stocks of deteriorating bridge structures. This framework is illustrated in a case study of 500 bridges and the results are critically discussed. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:219 / 232
页数:14
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