Convex Model for Earthquake Damage and Loss Estimation of Individual Buildings

被引:1
作者
Jia, Lizhe [1 ]
Li, Hui [1 ]
Duan, Zhongdong [1 ]
机构
[1] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China
关键词
uncertainty; convex set theory; earthquake loss estimation; DESIGN;
D O I
10.1260/1369-4332.13.4.537
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Probabilistic results drawn upon inadequate information are suspicious. The convex set theory, which requires much less information, is employed to model the uncertainties of the spectral displacement and damage state medians. Furthermore, a convex model of fragility function is established based on the Envelope Bound Convex Models of the spectral displacement and damage state medians. A bound loss estimation method is derived by integrating HAZUS-AEBM module with the convex set theory. The loss bounds of a hotel in southern China are obtained and compared to the loss calculated by HAZUS-AEBM method, which locates in the lower half interval of convex analysis results. The uncertainty propagation is analyzed and damage state medians are found to be most critical factor to the loss. Finally, the PEER's probabilistic loss estimation methodology is also applied to this example to deduce the probability of loss exceeding the bound values of convex analysis results.
引用
收藏
页码:537 / 549
页数:13
相关论文
共 29 条
[1]   Probability-based seismic response analysis [J].
Aslani, H ;
Miranda, E .
ENGINEERING STRUCTURES, 2005, 27 (08) :1151-1163
[2]  
ASLANI H, 2004, 13 WORLD C EARTHQ EN
[3]  
Ben-Haim Y., 1990, CONVEX MODELS UNCERT
[4]  
Brookshire D.S., 1997, EARTHQ SPECTRA, V13, P683, DOI [DOI 10.1193/1.1585975, 10.1193/1.1585975]
[5]   Performance-based design in earthquake engineering: a multidisciplinary review [J].
Chandler, AM ;
Lam, NTK .
ENGINEERING STRUCTURES, 2001, 23 (12) :1525-1543
[6]  
CHEN D, 1997, DESIGN RESPONSE SPEC, V3, P73
[7]   Some observations on performance-based and reliability-based seismic design of asymmetric building structures [J].
Chen, P ;
Collins, KR .
ENGINEERING STRUCTURES, 2001, 23 (08) :1005-1010
[8]  
CORNELL CA, 2001, PERF BAS SEISM DES C, P39
[9]   The impact of epistemic uncertainty on an earthquake loss model [J].
Crowley, H ;
Bommer, JJ ;
Pinho, R ;
Bird, J .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2005, 34 (14) :1653-1685
[10]   ESSAY ON UNCERTAINTIES IN ELASTIC AND VISCOELASTIC STRUCTURES - FROM FREUDENTHAL,A.M. CRITICISMS TO MODERN CONVEX MODELING [J].
ELISHAKOFF, I .
COMPUTERS & STRUCTURES, 1995, 56 (06) :871-895