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基于连通可靠性的区域路网抗震优化加固
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  • 英文篇名:Optimization and Reinforcement of Regional Highway Network Seismic Based on Connectivity Reliability
  • 作者:崔洪军 ; 由婷婷 ; 李霞 ; 朱敏清
  • 英文作者:CUI Hong-jun;YOU Ting-ting;LI Xia;ZHU Min-qing;School of Civil Engineering and Transportation,Hebei University of Technology;
  • 关键词:路网可靠性分析 ; 震后路网可靠性 ; Monte ; Carlo模拟法 ; 正交枚举法
  • 英文关键词:road network reliability analysis;;post-earthquake road network reliability;;Monte Carlo simulation method;;orthogonal enumeration method
  • 中文刊名:KXJS
  • 英文刊名:Science Technology and Engineering
  • 机构:河北工业大学土木与交通学院;
  • 出版日期:2019-05-18
  • 出版单位:科学技术与工程
  • 年:2019
  • 期:v.19;No.483
  • 基金:国家自然科学基金(51678212)资助
  • 语种:中文;
  • 页:KXJS201914052
  • 页数:5
  • CN:14
  • ISSN:11-4688/T
  • 分类号:351-355
摘要
道路交通是地震发生后抢险救灾的重要通道。结合道路单元抗震可靠性以及道路单元重要程度等分析结果,建立路网抗震加固优化模型。模型以加固优化费用最低为目标,保证加固优化后道路单元抗震可靠度和系统抗震连通可靠度达到最低限定值,重点考虑加固优化后系统连通可靠程度最高。采用正交枚举法对满足模型条件的方案进行求解,给出一种路网抗震加固优化方案的设计方法。最后,通过算例验证方法的可行性。
        Road traffic is an important channel for emergency service and disaster relief after the earthquake.An reinforcement optimization model for road network seismic was established in combination with the analysis results of the seismic reliability of road segment and the importance of road segment. The model was aimed at the lowest cost of reinforcement and optimization,ensuring the aseismic reliability of the road segment and the aseismic reliability of the system to reach the lowest limited value after the reinforcement and optimization,and the highest reliability of the system was mainly considered after the reinforcement and optimization. The orthogonal enumeration method was used to solve the scheme satisfying the model condition,and a design method for seismic reinforcement and optimization of road network was given. Finally,the feasibility of the method was verified by an example.
引文
1 Mine H,Kawai H.Mathematics for reliability analysis[M].Tokyo:Asakurashoten,1982:12-14
    2 Lida Y,Wakabayshi H.An approximation method of terminal reliability of a road network using partial minimal path and cut set[C]//Proceedings of the 5th WCTP Yokohama.Yokohama,Japan:The National Academies of Sciences,Engineering,and Medicine,1989:367-380
    3 Chang S E,Nojima N.Measuring post-disaster transportation system performance:the 1995 Kobe earthquake in comparative perspective[J].Transportation Research Part A,2001,35(6):475-494
    4 Shinozuka M,Murachi Y,Dong X,et al.Seismic performance of highway transportation networks[C]//China-US Workshop on Protection of Urban Infrastructure and Public Buildings against Earthquakes and Manmade Disasters,Beijing,China,2003,17(1):21-22
    5王明文,王江平,姜彩良.高烈度地震区公路网连通可靠性评价模型[J].公路,2011(6):121-124Wang Mingwen,Wang Jiangping,Jiang Cailiang.Evaluation model of highway network connectivity reliability in high intensity earthquake area[J].Highway,2011(6):121-124
    6张洁.城市应急道路网络构成及抗震可靠性研究.青岛:中国海洋大学,2012Zhang Jie.Composition and seismic reliability of urban emergency road network[D].Qingdao:Ocean University of China,2012
    7贺璇.重大突发事件应急救援系统可靠性研究[D].武汉:华中科技大学,2013He Xuan.Reliability study of major emergency rescue system[D].Wuhan:Huazhong University of Science and Technology,2013
    8田方帅.城市应急道路网络抗震可靠性研究及应用[D].青岛:中国海洋大学,2013Tian Fangshuai.Earthquake reliability research and application of urban emergency road network[D].Qingdao:Ocean University of China,2013
    9侯本伟,李小军,韩强,等.基于Monte Carlo模拟的公路网络震后连通性与通行时间分析[J].中国公路学报,2017,30(6):287-296Hou Benwei,Li Xiaojun,Han Qiang,et al.Post earthquake connectivity and traffic time analysis of highway network based on Monte Carlo simulation[J].Chinese Journal of Highway Engineering,2017;30(6):287-296
    10韩然然.西部地区公路网连通可靠性分析方法研究[D].北京:北京交通大学,2011Han Ranran.Study on connectivity reliability analysis of highway network in Western China[D].Beijing:Beijing Jiaotong University,2011

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