Story-specific demand models and seismic fragility estimates for multi-story buildings

被引:47
作者
Bai, Jong-Wha [2 ]
Gardoni, Paolo [1 ]
Hueste, Mary Beth D. [1 ]
机构
[1] Texas A&M Univ, Zachry Dept Civil Engn, College Stn, TX 77843 USA
[2] Calif Baptist Univ, Sch Engn, Riverside, CA 92504 USA
基金
美国国家科学基金会;
关键词
Probabilistic methods; Buildings; Multistory; Seismic effects; FLAT-SLAB STRUCTURE; RETROFIT;
D O I
10.1016/j.strusafe.2010.09.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper develops seismic demand models for multi-story buildings. Story-specific demand models that consider the maximum interstory drift of each story are developed. Correlations among individual story demand models are also assessed to properly capture the potential dependence between maximum interstory drifts over the height of a building. Both linear and bilinear models in logarithmic space are considered to describe the relationships between drift demand and seismic intensity. A Bayesian approach is used to estimate the model parameters. The developed demand models are used to estimate the seismic fragility of two example buildings. The fragility estimates are compared with currently available estimates based on demand models for the overall maximum interstory drift. It is shown that when only the maximum interstory drift of a building is considered, the fragility might be underestimated: particularly if the interstory drifts for one or more stories are close to the maximum value. The proposed methodology provides a refined approach that includes more building response information than typical demand models, allowing for more accurate estimates of the seismic fragility of multi-story buildings. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:96 / 107
页数:12
相关论文
共 26 条
[1]  
*ACI COMM, 1983, 318 ACI COMM AM CONC
[2]  
[Anonymous], 2007, ASCE/SEI 41-06
[3]  
ASCE, 2000, FEMA 356-Prestandard and Commentary for the Seismic Rehabilitation of Buildings
[4]  
ATKINSON GM, 1995, B SEISMOL SOC AM, V85, P17
[5]   Vulnerability of Turkish low-rise and mid-rise reinforced concrete frame structures [J].
Ay, Bekir Ozer ;
Erberik, M. Altug .
JOURNAL OF EARTHQUAKE ENGINEERING, 2008, 12 :2-11
[6]  
BAI J, 2010, THESIS TEXAS A M U C
[7]  
*BOCA, 1987, BOCA BUILD OFF COD A
[8]  
Box G.E., 2011, Bayesian inference in statistical analysis
[9]   Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines [J].
Cornell, CA ;
Jalayer, F ;
Hamburger, RO ;
Foutch, DA .
JOURNAL OF STRUCTURAL ENGINEERING, 2002, 128 (04) :526-533
[10]  
Ditlevsen O., 1996, STRUCTURAL RELIABILI