Reliability Analysis of Water Distribution Networks Using the Adaptive Response Surface Approach

被引:28
|
作者
Torii, Andre Jacomel [1 ]
Lopez, Rafael Holdorf [2 ]
机构
[1] Univ Tecnol Fed Parana, Dept Civil Engn, BR-80230901 Curitiba, Parana, Brazil
[2] Univ Fed Santa Catarina, Dept Civil Engn, BR-88040970 Florianopolis, SC, Brazil
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 2012年 / 138卷 / 03期
关键词
Water distribution; Pipe networks; Reliability analysis; First-order reliability method; Response surface; STRUCTURAL RELIABILITY; OPTIMIZATION;
D O I
10.1061/(ASCE)HY.1943-7900.0000504
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the application of the adaptive response surface approach to the reliability analysis of water distribution networks. In this case, the response of the system is approximated by an analytical solution (response surface) and then the reliability problem is solved using first-order reliability methods. This approach is then extended to the analysis of networks that may have to work under several different configurations. This can be a consequence of repairing operations or some other unexpected event, for example. Finally, two numerical examples are presented to discuss the main aspects of the proposed approach. DOI: 10.1061/(ASCE)HY.1943-7900.0000504. (C) 2012 American Society of Civil Engineers.
引用
收藏
页码:227 / 236
页数:10
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