基于IDA-MC的桥梁地震风险概率评估方法
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摘要
针对目前桥梁地震风险评估考虑的风险因素单一的不足,并为避免复杂的解析分析,引入增量动力分析方法(IDA)与蒙特卡罗(MC)分析方法相结合的技术,同步考虑地震危险性与桥梁结构在地震作用下的易损性,提出基于IDA-MC的特大桥梁地震风险概率评估方法。依据桥梁所在场地的地震烈度概率分布,通过蒙特卡罗抽样得到数量充足的地震烈度值,将其转换为对应的峰值加速度,并结合IDA分析,结果得到大量的结构响应;根据地震损伤准则判断桥梁结构的损伤指数,进而统计桥梁结构在不同损伤等级下的风险概率。以飘浮体系斜拉桥为例进行了演示,分析过程及结果充分体现了该方法的高效性与准确性,并对飘浮体系斜拉桥的地震风险概率规律进行了深入分析,分析结果将对桥梁的地震风险、运营管理提供有力的技术支撑。
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.
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.
引文
[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 eval-uation of RC bridge structure[J].Earthquake Engi-neering 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 andits statistical parameters for seismic load[J].Earth-quake 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 seismicdamage 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 forseismic response prediction of floating cable-stayedbridge in longitudinal direction[J].Earthquake Engi-neering 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.
[2]Lupoi A,Franchin P,Schotanus M.Seismic risk eval-uation of RC bridge structure[J].Earthquake Engi-neering 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 andits statistical parameters for seismic load[J].Earth-quake 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 seismicdamage 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 forseismic response prediction of floating cable-stayedbridge in longitudinal direction[J].Earthquake Engi-neering 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.
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