Study on Anti-seismic Reliability of Urban Water Supply System

被引：2
|
作者：
Li, Xiaojuan [1 ]
Shen, Feimin [1 ]
机构：
[1] Fuzhou Univ, Coll Civil Engn, Fuzhou 350001, Peoples R China
来源：
INNOVATION IN CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE | 2012年 / 238卷
关键词：
buried pipeline; anti-seismic reliability; Monte-Carlo method; network connectivity;
D O I：
10.4028/www.scientific.net/AMM.238.868
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
According to the seismic damage mechanism of the buried pipeline, the seismic performance of single pipeline is evaluated quantitatively. The network connectivity is analyzed with Monte-Carlo method and seismic performance of the whole network system is evaluated quantitatively. Finally, the anti-seismic reliability of the main water supply system is analyzed in the City of Fuzhou. The results indicate that the proposed method is feasible, accurate and effective, which provides references for further research of design, optimization and reformation of the urban buried pipeline.
引用
收藏
页码：868 / 871
页数：4
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