Performance-Based Tsunami Engineering methodology for risk assessment of structures

被引:58
作者
Attary, Navid [1 ]
Unnikrishnan, Vipin U. [1 ]
van de Lindt, John W. [1 ]
Cox, Daniel T. [2 ]
Barbosa, Andre R. [2 ]
机构
[1] Colorado State Univ, Dept Civil & Environm Engn, Ctr Excellence Risk Based Community Resilience Pl, Ft Collins, CO 80523 USA
[2] Oregon State Univ, Sch Civil & Construct Engn, 101 Kearney Hall, Corvallis, OR 97331 USA
关键词
Tsunami; Performance-Based Engineering; Loss analysis; Hybrid fragilities; Monte Carlo simulation; FRAGILITY CURVES; SENSITIVITY; BUILDINGS; DESIGN; WALL;
D O I
10.1016/j.engstruct.2017.03.071
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Tsunamis are rare destructive phenomena caused by the sudden displacement of a large amount of water in the ocean and can result in enormous losses to coastal communities. The resilience of coastal communities to tsunamis can be improved through the use of risk-informed decision making tools. Performance Based Engineering (PBE) approaches have been developed for different natural hazards including earthquake, fire, hurricane, and wind to perform probabilistic risk assessment for structures. In this study, a probabilistic Performance-Based Tsunami Engineering (PBTE) framework based on the total probability theorem is proposed for the risk assessment of structures subject to tsunamis. The proposed framework can be disaggregated into the different basic analysis phases of hazard analysis, foundation and structure characterization, interaction analysis, structural analysis, damage analysis, and loss analysis. An application example consisting of the risk assessment of a three-story steel moment frame structure was performed using the proposed framework. The probability of exceedance of the total replacement cost including structural, nonstructural, and content losses were computed. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:676 / 686
页数:11
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