[1]顾嘉宁,郭恩栋,孙思男,等.城市供水管网抗震能力评价研究[J].世界地震工程,2023,39(01):127-146.[doi:10.19994/j.cnki.WEE.2023.0014]
 GU Jianing,GUO Endong,SUN Sinan,et al.Research on evaluation of seismic capacity of urban water supply network[J].,2023,39(01):127-146.[doi:10.19994/j.cnki.WEE.2023.0014]
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城市供水管网抗震能力评价研究
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《世界地震工程》[ISSN:/CN:]

卷:
39
期数:
2023年01期
页码:
127-146
栏目:
常规论文
出版日期:
2023-02-15

文章信息/Info

Title:
Research on evaluation of seismic capacity of urban water supply network
文章编号:
1007-6069(2023)01-0127-09
作者:
顾嘉宁12郭恩栋12孙思男12吴厚礼12王晓娜12
1.中国地震局工程力学研究所地震工程与工程振动重点实验室,黑龙江哈尔滨150080;2.地震灾害防治应急管理部重点实验室,黑龙江哈尔滨150080
Author(s):
GU Jianing12 GUO Endong12 SUN Sinan12 WU Houli12 WANG Xiaona12
1. Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China; 2. Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
关键词:
供水管网 抗震能力 评价指标 评价模型
Keywords:
water supply network seismic capacity evaluation index evaluation model
分类号:
P315.9
DOI:
10.19994/j.cnki.WEE.2023.0014
文献标志码:
A
摘要:
供水管网是城市重要的基础设施,为了高效合理地评估现有供水管网的抗震能力,本文从结构安全性角度出发,构建了供水管网综合抗震能力评价指标体系和供水管网综合抗震能力评价模型。综合分析管道各项指标,运用主成分分析法得到指标权重并建立供水管道抗震能力模型,基于图论理论构建了供水管网基础抗震能力评价模型。从物理、社会和时间效应三个维度出发,将管网基础抗震能力通过环境评价修正系数进行修正,构建了精细化的供水管网综合抗震能力评价模型,以此表征管网的易损性,为地震灾害风险评估工作提供支持。通过对深圳市供水管网进行抗震能力评价,将结果与传统震害预测结果对比,说明了评价模型的合理性。
Abstract:
The water supply network is an important infrastructure of the city. In order to evaluate the seismic capacity of the existing water supply pipe network reasonably and efficiently, this paper constructs the comprehensive seismic capacity evaluation index system and the corresponding evaluation model of the water supply pipe network. Based on the various indicators of the pipeline, this paper uses the principal component analysis method to calculate the seismic capability index of the water supply pipeline, and then builds an evaluation model for the seismic capability of the water supply pipeline network based on graph theory. Starting from the three dimensions of physical, social, and time effects, the basic seismic capacity of the pipe network was corrected by environmental evaluation factors, and a refined comprehensive seismic capacity evaluation model of the water supply pipe network was constructed. By evaluating the seismic capacity of the water supply network in Shenzhen, comparing the results with the earthquake damage prediction results, the rationality of the evaluation model is explained.

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备注/Memo

备注/Memo:
收稿日期:2021-04-13; 修回日期:2021-05-13
基金项目:中国地震局工程力学研究所基本科研业务费专项资助项目(2021EEEVL0303)
作者简介:顾嘉宁(1995 —),女,硕士研究生,主要从事生命线工程抗震研究. E-mail:gjn.iem@foxmail.com
通讯作者:郭恩栋(1966 —),男,研究员,博士生导师,主要从事生命线工程抗震研究. E-mail:iemged@263.net
更新日期/Last Update: 1900-01-01