Seismic fragility assessment of highway bridges: a state-of-the-art review

被引:270
作者
Billah, A. H. M. Muntasir [1 ]
Alam, M. Shahria [1 ]
机构
[1] Univ British Columbia, Sch Engn, Kelowna, BC V1V 1V7, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
intensity measures; decision-making; seismic fragility; ground motion; bridges; REINFORCED-CONCRETE BRIDGES; RISK-ASSESSMENT; VULNERABILITY ASSESSMENT; INTENSITY MEASURES; TYPICAL BRIDGES; GROUND MOTION; DEMAND MODELS; HYBRID METHOD; STEEL BRIDGE; CURVES;
D O I
10.1080/15732479.2014.912243
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Safety and serviceability of highway bridges, during and after an earthquake, is a prerequisite to ensure continuous transport facilities, emergency and evacuation routes. Recently, fragility curves have emerged as important decision support tools to identify the potential seismic risk and consequences during and after an earthquake. There has been a substantial increase in interest among researchers in the topic of seismic fragility assessment of highway bridges as evidenced by the growing number of published literature. Advanced computational techniques and available resources have led to the development of different methodologies for fragility assessment. This study presents a review of the different methodologies developed for seismic fragility assessment of highway bridges along with their features, limitations and applications. This study presents a review of available methodologies and identifies opportunities for future development. This study mainly focuses on the key features of different methods and applications rather than penetrating down to a critique of the associated analysis procedure or mathematical framework. It synthesises the existing information on fragility analysis, presents it in concise and useful tables, and explains different applications for different purposes, which would motivate decision-makers and stake holders to extend the application of fragility curves for more informed decision-making.
引用
收藏
页码:804 / 832
页数:29
相关论文
共 149 条
[71]  
KASHIGHANDI P, 2008, P 14 WORLD C EARTHQ
[72]  
Kibboua A, 2011, STRUCT ENG MECH, V39, P411
[73]   Development of fragility curves of bridges retrofitted by column jacketing [J].
Kim, SH ;
Shinozuka, M .
PROBABILISTIC ENGINEERING MECHANICS, 2004, 19 (1-2) :105-112
[74]   Fragility analysis of bridges under ground motion with spatial variation [J].
Kim, SH ;
Feng, MQ .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2003, 38 (05) :705-721
[75]  
King S.A., 1997, Earthquake Spectra, V13, P565, DOI DOI 10.1193/1.1585969
[76]   Assessing structural vulnerability against earthquakes using multi-dimensional fragility surfaces: A Bayesian framework [J].
Koutsourelakis, P. S. .
PROBABILISTIC ENGINEERING MECHANICS, 2010, 25 (01) :49-60
[77]   Fragility analysis of a highway over-crossing bridge with consideration of soil-structure interactions [J].
Kwon, Oh-Sung ;
Elnashai, Amr S. .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2010, 6 (1-2) :159-178
[78]  
Lau D. T., 2012, P 3 INT STRUCT SPEC
[79]  
Lee Seongkwan Mark, 2007, KSCE Journal of Civil Engineering, V11, P165
[80]   Performance-based earthquake engineering assessment of a self-centering, post-tensioned concrete bridge system [J].
Lee, Won K. ;
Billington, Sarah L. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2011, 40 (08) :887-902