Seismic Performance Evaluation of Facilities: Methodology and Implementation

被引:219
作者
Yang, T. Y. [1 ]
Moehle, J. [2 ]
Stojadinovic, B. [2 ]
Der Kiureghian, A. [2 ]
机构
[1] Univ British Columbia, Dept Civil Engn, Vancouver, BC, Canada
[2] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2009年 / 135卷 / 10期
基金
美国国家科学基金会;
关键词
Earthquake engineering; Evaluation; Facilities; Seismic analysis;
D O I
10.1061/(ASCE)0733-9445(2009)135:10(1146)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Performance-based earthquake engineering aims to quantify performance of facilities using metrics that are of immediate use to both engineers and stakeholders. A rigorous yet practical implementation of a performance-based earthquake engineering methodology is developed and demonstrated for an idealized building. The methodology considers seismic hazard, structural response, resulting damage, and repair costs associated with restoring the building to its original condition, using a fully consistent, probabilistic analysis of the associated parts of the problem. The methodology can be generalized to consider other performance measures such as casualties and down time, though these have not been pursued. The proposed procedure is consistent with common building design, construction, and analysis practices such that it can be readily adopted in earthquake engineering practice today.
引用
收藏
页码:1146 / 1154
页数:9
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