Seismic reliability analysis of urban water distribution network

作     者：李杰 卫书麟 刘威 

作者机构：Building Engineering Department Tongji University Shanghai 200092 China State Key Laboratory for Disaster Reduction in Civil Engineering Shanghai 200092 China China Construction （Shenzhen） Design International Shanghai 200233 China 

出 版 物：《Earthquake Engineering and Engineering Vibration》 (地震工程与工程振动（英文刊）)

年 卷 期：2006年第5卷第1期

页      面：71-77页

核心收录：

学科分类：08[工学] 0815[工学-水利工程] 

基　　金：Natural Science Funds for the Innovative ResearchGroup of China Under Grant No.50321803 

主　　题：water distribution network leakage model hydraulic analysis FORM seismic capacity reliability 

摘      要：An approach to analyze the seismic reliability of water distribution networks by combining a hydraulic analysis with a first-order reliability method （FORM）, is proposed in this paper. The hydraulic analysis method for normal conditions is modified to accommodate the special conditions necessary to perform a seismic hydraulic analysis. In order to calculate the leakage area and leaking flow of the pipelines in the hydraulic analysis method, a new leakage model established from the seismic response analysis of buried pipelines is presented. To validate the proposed approach, a network with 17 nodes and 24 pipelines is investigated in detail. The approach is also applied to an actual project consisting of 463 nodes and 767 pipelines. The results show that the proposed approach achieves satisfactory results in analyzing the seismic reliability of large-scale water distribution networks.