首页|美国既有建筑抗震性能评估标准简介及与我国标准的对比

美国既有建筑抗震性能评估标准简介及与我国标准的对比

Introduction to seismic evaluation standard of existing buildings in United States and comparison to Chinese standard

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对美国既有建筑抗震性能评估标准的发展历程进行了简要梳理,根据ASCE/SEI 41-17 介绍了美国既有建筑抗震性能评估标准的基本思路、框架和主要内容.ASCE/SEI 41-17 是一部完全基于性能的抗震性能评估标准,采用ASCE/SEI 41-17 进行抗震性能评估首先应确定建筑抗震性能目标,包括结构性能水准和非结构性能水准.美国既有建筑抗震性能评估程序分为三级,第一级为筛查,第二级为基于缺陷的抗震性能评估,第三级为系统性评估.与《建筑抗震鉴定标准》(GB 50023-2009)进行了对比,并进行了相关讨论.两国标准在抗震性能评估理念上有诸多相近之处,但在具体方法上有较大差异.美国标准直接进行中大震作用下的抗震性能评估,而我国标准采用小震验算并结合抗震措施评估进行综合鉴定的方法.此外美国标准中还有利用基准建筑进行抗震性能评估的简化方法,值得我国标准借鉴.
Development of seismic evaluation standards of existing buildings in the United States was briefly reviewed.The basic ideas,frameworks and main contents of the United States'seismic evaluation standards of existing buildings were introduced based on ASCE/SEI 41-17.As a complete performance based seismic evaluation standard,building performance objective shall be firstly determined while conducting the seismic evaluation based on ASCE/SEI 41-17,which consists of structural performance level and nonstructural performance level.The evaluation process consists of the following three tiers,Tier 1 screening procedure,Tier 2 deficiency-based evaluation procedure,and Tier 3 systematic evaluation procedure.Comparison was made with the Buildings seismic appraisal standard(GB 50023-2009),and related discussions were conducted.The standards of the two countries have many similarities in the concept of seismic evaluation,but there are large differences in specific methods.The United States'standard directly conducts seismic evaluation under moderate earthquake and rare earthquake,while the Chinese standard adopts a comprehensive appraisal method which combines capacity checking under frequent earthquake with the evaluation of seismic measures.In addition,the United States'standard also has a simplified method of seismic evaluation using the benchmark buildings,which is worth learning from Chinese standard.

existing buildingseismic evaluationperformance basedseismic appraisal

郑士举、蒋利学

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上海市建筑科学研究院有限公司,上海 200032

上海市工程结构安全重点实验室,上海 200032

既有建筑 抗震性能评估 基于性能 抗震鉴定

住房和城乡建设部研究开发项目上海市优秀技术带头人项目

2022-K-05121XD1432800

2024

建筑结构
中国建筑设计研究院 亚太建设科技信息研究院 中国土木工程学会

建筑结构

CSTPCD北大核心
影响因子:0.723
ISSN:1002-848X
年,卷(期):2024.54(5)
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