Quantifying and communicating uncertainty in seismic risk assessment

被引:182
作者
Ellingwood, Bruce R. [1 ]
Kinali, Kursat [1 ,2 ]
机构
[1] Georgia Inst Technol, Sch Civil & Environm Engn, Atlanta, GA 30332 USA
[2] Uzun & Case Engineers LLC, Atlanta, GA USA
基金
美国国家科学基金会;
关键词
Buildings; Earthquakes; Fragility; Reliability; Risk; Structural engineering; FRAGILITY ASSESSMENT; STEEL FRAMES; PROBABILITY; DESIGN;
D O I
10.1016/j.strusafe.2008.06.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Modern seismic risk assessment strives to Support risk mitigation by providing insight into the performance of civil infrastructure, including buildings, bridges and transportation and utility systems, subjected to severe earthquakes. A fully-coupled seismic risk or safety assessment of a structural system, and its accompanying analysis of uncertainty, provides estimates of the annual probability of exceeding pre-defined performance levels, defined either in terms of structural responses or more qualitatively defined damage states. All sources of uncertainty, both inherent and knowledge-based, should be included in risk assessment; however, the manner in which they are displayed depends on the preferences of the stakeholders and decision-makers. This paper illustrates how such uncertainties are propagated through a seismic risk assessment of steel frame building structures that are typical of regions of low-to-moderate seismicity in the Central and Eastern United States and explores sonic of the implications for risk-informed evaluation of civil infrastructure. (c) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:179 / 187
页数:9
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