基于多态系统理论的地震滑坡危险性评价模型

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英文篇名：Risk assessment model of landslide in earthquake based on multimode system theory 中文刊名：山西建筑 英文刊名：Shanxi Architecture 作者：田述军 英文作者：TIAN Shu-jun(School of Civil Engineering and Architecture ; Southwest University of Science and Technology ; Mianyang 621010 ; China) 中文关键词：地震滑坡 ; 多态系统 ; 危险性评价 英文关键词：earthquake-induced landslide ; multimode system ; risk assessment 出版日期：2013-09-10 机构：西南科技大学土木工程与建筑学院; 年：2013 期：26 出版单位：山西建筑

摘要

运用多态系统理论建立汶川地震滑坡危险性评价模型,用模型对汶川地震15个重灾县进行了评价,并用灾害数据对结果进行了检验,结果显示灾害密度大小与危险性等级高低对应良好。
The risk assessment model of landslide based on multimode system theory was established and the paper evaluated the risk of earthquake-induced landslide in 15 counties with the model,and verified the result with the data of landslides,which indicated that the density of landslide was corresponding to risk level.

引文

[1]Yin Y.P.Features of Landslides Triggered by the WenchuanEarthquake[J].Journal of Engineering Geology,2009,17(1):9-38.
    [2]Cui P.,Zhu Y.Y.,Han Y.S,et al.The 12 May Wenchuanearthquake-induced landslide lakes:distribution and prelimina-ry risk evaluation[J].Landslides,2009,6(3):209-223.
    [3]唐良忠,程礼.求离散多态系统可靠性的矩阵分析法[J].空军工程大学学报,2004,5(2):92-94.