基于易损性函数的供水管网地震破坏评估

IF 1 4区 工程技术 Q4 ENGINEERING, CIVIL
Gradevinar Pub Date : 2021-08-01 DOI:10.14256/jce.3185.2021
S. Lakušić
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引用次数: 0

摘要

本文介绍了地震后供水管网破坏评估的常用方法。该方法依赖于推导和应用所谓的漏洞函数。概述了现有的脆弱性函数以及主要与影响评估的土壤变形有关的参数。此外,还对其使用的可能性进行了批判性审查。最后,通过使用两种方法,给出了2020年12月29日地震后Petrinja市供水网络的估计损坏数量和相关修复成本。由于总共有3 800个新的损坏,估计维修费用总额约为2 800万里亚尔。这些估计的准确性应在按照既定准则详细收集和处理有关数据后加以核实。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Damage assessment of water supply networks due to seismic events using vulnerability functions
The paper presents commonly used methodology for assessing damage of water supply networks after a seismic event. The methodology relies on deriving and applying so-called vulnerability function. An overview of the existing vulnerability functions is given together with parameters, primarily related to soil deformations, which are influencing the assessment. Also, a critical review of the possibility of their use is given. Finally, by using two approaches, the estimated number of damages, with associated repair costs, is given for the water supply network of the City of Petrinja after the earthquake on December 29, 2020. With a total of 3 800 new damages, it is estimated that the total repair costs are around HRK 28 million. The accuracy of these estimates should be verified after detailed collection and processing of relevant data in accordance with the given guidelines.
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来源期刊
Gradevinar
Gradevinar ENGINEERING, CIVIL-
CiteScore
1.70
自引率
18.20%
发文量
56
审稿时长
6-12 weeks
期刊介绍: Information not localized
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