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Method and application of seismic risk probability analysis for large-long span bridge based on IDA-MC(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2010年03期
Page:
60-65
Research Field:
Publishing date:
2010-06-20

Info

Title:
Method and application of seismic risk probability analysis for large-long span bridge based on IDA-MC
Author(s):
FENG Qing-hai1 YUAN Wan-cheng2
1. CCCC Highway Consultants Co Ltd, Beijing 100088, China; 2. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Keywords:
bridge engineering seismic risk probability large-long span bridge IDA analysis MC analysis
PACS:
U445.75; TU352.1
DOI:
-
Abstract:
A method of seismic risk probability analysis for large-long span bridge based on incremental dynamic analysis(IDA)and Monte Carlo(MC)is presented, which takes the seismic hazard and seismic vulnerability into consideration synchronously, and avoids the complicated analytical solution. Firstly, seismic response of bridge is gained by IDA under plenty of seismic waves. Secondly, the distribution of earthquake intensity of the site is determined according the result of statistic. Then large number of earthquake intensity is generated by MC. Plenty of seismic response are gained according to the curve of seismic vulnerability and PGA transformed from the earthquake intensity. According to the seismic damage criterion, the seismic risk probability of bridge in different damage levels are gained. At the end, an example of floating cable-stayed bridge is analyzed, the analysis progress and results prove that this method is accurate and highly effective, and the results of risk analysis will be a technology support for the insure company whether and how it should be managed. 1 tab, 6 figs, 10 refs.

References:

[1] 胡 勃.桥梁抗震概率性设计方法的研究[D].上海:同济大学,2000.
[2]Lupoi A,Franchin P,Schotanus M.Seismic risk evaluation of RC bridge structure[J].Earthquake Engineering and Structural Dynamics,2003,32(8):1275-1290.
[3]阮 欣.桥梁工程风险评估体系及关键问题研究[D].上海:同济大学,2006.
[4]高小旺,鲍霭斌.地震作用的概率模型及其统计参数[J].地震工程与工程振动,1985,5(1):13-22. GAO Xiao-wang,BAO Ai-bin.Probabilistic model and its statistical parameters for seismic load[J].Earthquake Engineering and Engineering Vibration,1985,5(1):13-22.
[5]刘恢先.修订我国地震烈度表的一个建议方案[M].北京:科学出版社,1981.
[6]Park Y J,Ang A H,Wen Y K.Mechanistic seismic damage model for RC[J].ASCE,1985,111(4):724-730.
[7]顏海泉,王君杰.飘浮体系斜拉桥纵向抗震计算的单塔模型[J].地震工程与工程振动,2007,27(4):80-86. YAN Hai-quan,WANG Jun-jie.A tower model for seismic response prediction of floating cable-stayed bridge in longitudinal direction[J].Earthquake Engineering and Engineering Vibration,2007,27(4):80-86.
[8]叶爱君.桥梁抗震[M].北京:人民交通出版社,2002.
[9]肖明葵.基于性能的抗震结构位移及能量反应分析方法研究[D].重庆:重庆大学,2004.
[10]范立础,卓卫东.桥梁延性抗震设计[M].北京:人民交通出版社,2001.

Memo

Memo:
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Last Update: 2010-06-20