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| 沈阳市供水系统抗震功能可靠性分析 | |
| 引用本文： | 卫书麟,李杰,周静海. 沈阳市供水系统抗震功能可靠性分析[J]. 世界地震工程, 2008, 24(4) |
| 作者姓名： | 卫书麟 李杰 周静海 |
| 作者单位： | 1. 中建国际,深圳,设计顾问有限公司,上海分公司,上海,200235 2. 同济大学建筑工程系,上海,200092 3. 沈阳建筑大学,土木工程系,辽宁,沈阳,110000 |
| 基金项目： | 国家自然科学基金委创新研究群体项目 ， 沈阳市科技攻关项目 |
| 摘 要： | 城市供水管网的抗震研究能够服务于供水管网的规划、设计和改造。以沈阳市供水管网系统为背景,介绍了一类求解大型供水网络节点及系统功能可靠度的方法。对沈阳市主干供水网络进行了抗震功能可靠性分析。研究结果证明,建议方法是合理评价供水管网地震后工作性能的工具,可以为大型供水管网的抗震可靠度分析及抗震设计服务提供基础。 |
| 关 键 词： | 供水系统 渗漏模型 功能可靠度 |
A seismic reliability analysis of Shenyang City water supply system |
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| WEI Shulin,LI Jie,ZHOU Jinghai. A seismic reliability analysis of Shenyang City water supply system[J]. World Information On Earthquake Engineering, 2008, 24(4) | |
| Authors: | WEI Shulin LI Jie ZHOU Jinghai |
| Affiliation: | WEI Shulin1,LI Jie2,ZHOU Jinghai3 |
| Abstract: | A hydraulic analysis program of the water supply system in earthquakes is introduced based upon the hydraulic analysis method in a normal state.On the basis of the seismic response analysis of buried pipelines,a new leakage model is presented in this article.This model is applied to the analysis of the water supply system with the first-order reliability method(FORM),a new analysis method of the capability reliability of a water supply system is suggested.This method is applied to the seismic hydraulic analysis of Shenyang water supply system,which consists of 463 nodes and 767 pipelines.A satisfied solution of the capacity reliability of the water supply system can be gained by suggested algorithm within an acceptable time. |
| Keywords: | water supply system leakage model capacity reliability |
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