Building portfolio seismic loss assessment using the First-Order Reliability Method

被引:21
作者
Bonstrom, Holly [1 ]
Corotis, Ross B. [1 ]
机构
[1] Univ Colorado, Dept Civil Environm & Architectural Engn, Boulder, CO 80309 USA
基金
美国国家科学基金会;
关键词
Reliability; Portfolio; Earthquake; Building; Retrofit; Community; Seismic; AVERAGE HORIZONTAL COMPONENT; GROUND-MOTION; SPECTRAL VALUES; MODEL; REDUCTION; RISK;
D O I
10.1016/j.strusafe.2014.09.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The aggregate loss to a portfolio of buildings given a seismic event is of interest to parties such as insurance companies, developers, political organizations and community planners. Regional level estimations tend to be more complex than site-specific assessments due to the correlation that exists between the performances of spatially distributed buildings within a single hazard. This paper presents a new reliability-based approach to quantify seismic risk for a portfolio of buildings, while incorporating this correlation. The proposed framework uses the First-Order Reliability Method (FORM) to evaluate a probability distribution of loss for a suite of spatially distributed buildings. It is applied to a San Francisco neighborhood building inventory to estimate the distribution of total repair cost given a scenario earthquake and prioritize cost-effective retrofit schemes in terms of reducing portfolio loss. The information provided by using the proposed method is expected to facilitate more efficient risk management and mitigation decision-making. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:113 / 120
页数:8
相关论文
共 28 条
[1]   Summary of the Abrahamson & Silva NGA ground-motion relations [J].
Abrahamson, Norman ;
Silva, Walter .
EARTHQUAKE SPECTRA, 2008, 24 (01) :67-97
[2]  
[Anonymous], 1994, TYP COSTS SEISM REH
[3]  
[Anonymous], 2007, 10 INT C APPL STAT P
[4]  
[Anonymous], MULT LOSS EST METH E
[5]  
Applied Technology Council (ATC), 2010, POT EARTHQ IMP HER T
[6]   Correlation of response spectral values for multicomponent ground motions [J].
Baker, JW ;
Cornell, CA .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2006, 96 (01) :215-227
[7]  
Bonstrom H, 2014, STRUCT INFRASTRUCT E
[8]  
Bonstrom H, 2013, THESIS U COLORADO BO
[9]   Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s [J].
Boore, David M. ;
Atkinson, Gail M. .
EARTHQUAKE SPECTRA, 2008, 24 (01) :99-138
[10]  
Campbell KW, 2008, CAMPBELL BOZORGNIA G