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建筑结构地震易损性分析研究综述
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  • 英文篇名:Review of Seismic Fragility Analysis of Building Structure
  • 作者:贾晗曦 ; 林均岐 ; 刘金龙
  • 英文作者:Jia Hanxi;Lin Junqi;Liu Jinlong;Institute of Engineering Mechanics,China Earthquake Administration;
  • 关键词:地震易损性 ; 建筑结构 ; 数值模拟 ; 震害调查
  • 英文关键词:Seismic fragility;;Building structure;;Numerical simulation;;Damage investigation
  • 中文刊名:震灾防御技术
  • 英文刊名:Technology for Earthquake Disaster Prevention
  • 机构:中国地震局工程力学研究所;
  • 出版日期:2019-03-15
  • 出版单位:震灾防御技术
  • 年:2019
  • 期:01
  • 基金:国家重点研发计划项目(2018YFC1504503)
  • 语种:中文;
  • 页:48-57
  • 页数:10
  • CN:11-5429/P
  • ISSN:1673-5722
  • 分类号:TU352.11
摘要
地震易损性是指在不同强度水平的地震作用下建筑结构发生各种破坏的条件概率。本文对地震易损性分析的发展历程进行回顾和总结,介绍了地震易损性的相关概念、研究目的和意义以及5个表达工具。随后,针对国内外学者对建筑结构的易损性分析方法开展了系统的梳理和分析,特别是从基于震害调查的经验分析法和基于数值模拟的理论计算法方面展开了重点综述,并简单介绍了一些不常用的方法。最后指出了国内外对建筑结构易损性分析研究的不足和未来的研究方向。
        Seismic fragility is the probability that structural demand equals or exceeds a limit state conditional on a seismic ground motion given a specified intensity. In this paper, the development of seismic fragility analysis is summarized. The related concepts, purpose and significance and five expressions of seismic fragility are introduced.Then we review the empirical analysis method based on the seismic damage investigation, as well as the theoretical calculation method based on numerical simulation. Some methods that are not commonly used are analyzed too. Finally, the deficiencies and future research directions of fragility analysis of building structures are discussed.
引文
党王桢,梁兴文,2015. RC框架结构地震倒塌易损性分析的实用方法.震灾防御技术,10(4):986—995.
    冯耀华,2017.基于变形和能量的木结构古建筑易损性分析.西安:西安建筑科技大学.
    高志刚,许金余,白二雷等,2013.灰色统计法在建筑物(群)地震易损性分析中的应用.四川建筑科学研究,39(4):205-208,242.
    韩建平,魏世龙,张鑫,2018.基于谱匹配的近远场地震动作用下RC框架结构易损性分析.工程科学与技术,50(3):149-157.
    何志明,陈清军,2018.考虑竖向地震作用效应的地下典型空间结构易损性性能指标探讨.力学季刊,39(1):117-125.
    李静,陈健云,温瑞智,2012.框架结构群体震害易损性快速评估研究.振动与冲击,31(7):99-103.
    林庆利,林均岐,刘金龙,2017.汶川地震公路桥梁易损性研究.振动与冲击,36(4):110-118.
    刘如山,胡少卿,邬玉斌等,2009.基于地震动参数的结构易损性表达方法研究.地震工程与工程振动,29(6):102-107.
    乔亚玲,闫维明,郭小东,2005.建筑物易损性分析计算系统.工程抗震与加固改造,27(4):75-79.
    邱舒睿,高惠瑛,2015.青海省农居地震灾害易损性研究.震灾防御技术,10(4):969-978.
    苏亮,向畅,蒋亦庞,2017.基于模糊相似理论的地震易损性分析方法.华中科技大学学报(自然科学版),45(8):74-80.
    孙柏涛,张博,闫培雷,2018.基于IDA方法的高层剪力墙结构地震易损性分析.山西建筑,44(18):27-29.
    王玉梅,王仁杰,王涛,2017.设防框架的梁铰模型和能力易损性的试验研究.工程力学,34(10):168-177.
    徐超,温增平,2017.不同设防标准RC框架结构基于易损性分析的抗震性能评估.震灾防御技术,12(4):845-857.
    杨硕,2016.非住宅类RC框架结构地震易损性分析混合方法研究.哈尔滨:中国地震局工程力学研究所.
    姚新强,2016.天津农居易损性与抗震能力分布研究.哈尔滨:中国地震局工程力学研究所.
    尹之潜,1996.结构易损性分类和未来地震灾害估计.中国地震,12(1):49-55.
    于晓辉,吕大刚,王光远,2008.土木工程结构地震易损性分析的研究进展.见:第二届结构工程新进展国际论坛论文集.大连:同济大学,中国建筑工业出版社,61-62.
    于晓辉,吕大刚,2016.基于云图-条带法的概率地震需求分析与地震易损性分析.工程力学,33(6):68-76.
    张桂欣,孙柏涛,陈相兆等,2018.北京市建筑抗震能力分类及地震灾害风险分析.地震工程与工程振动,38(3):223-229.
    Braga F.,Dolce M.,Liberatore D.,1982.A statistical study on damaged buildings and an ensuing review of the MSK-76 scale.In:Proceedings of the Seventh European Conference on Earthquake Engineering.Athens,Greece:ECEE,431-450
    Casciati F.,Faravelli L.,1989.Seismic vulnerability via knowledge based expert systems.In:Brebbia CA,ed.,Structural Repair and Maintenance of Historical Buildings.Southampton:Computational Mechanics Pub.,299-307.
    Giannini R.,Pagnoni T.,Pinto P.E.,et al.,1996.Risk analysis of a medieval tower before and after strengthening.Structural Safety,18(2-3):81-100.
    Giovinazzi S.,Lagomarsino S.,2004.A macroseismic method for the vulnerability assessment of buildings.In:Proceedings of the 13th World Conference on Earthquake Engineering.Vancouver:WCEE.
    Giovinazzi S.,2005.The vulnerability assessment and the damage scenario in seismic risk analysis.Braunschweig:Technical University Carolo-Wilhelmina at Braunschweig.
    Kiremidjian A.S.,1985.Subjective probabilities for earthquake damage and loss.Structural Safety,2(4):309-317.
    Leon F.,Atanasiu G.M.,Galea D.,2006.Using data mining techniques for the management of seismic vulnerability.Key Engineering Materials,326-328:501-504.
    Lind N C.,1995.A measure of vulnerability and damage tolerance.Reliability Engineering&System Safety,48(1):1-6.
    Lu Z.,Yu Y.,Woodman N.J.,et al.,1999.A theory of structural vulnerability.The Structural Engineer,18(77):17-24.
    M?llerO.,Foschi R.O.,Rubinstein M.,et al.,2010.Estimating structural seismic vulnerability:an approach using response neural networks.Structure and Infrastructure Engineering,6(1-2):63-75.
    Rossetto T.,Elnashai A.,2003.Derivation of vulnerability functions for European-type RC structures based on observational data.Engineering Structures,25(10):1241-1263.
    Spence R.J.S.,Coburn A.W.,Pomonis A.,1992.Correlation of ground motion with building damage:The definition of a new damage-based seismic intensity scale.In:Proceedings of the 10th World Conference on Earthquake Engineering.Rotterdam:WCEE,551-556.
    Whimtan R.V.,Reed J.W.,Hong S.T.,1973.Earthquake damage probability matrices.In:Proceedings of the 5th World Conference on Earthquake Engineering.Rome:WCEE,2531-2540.
    Yamaguchi N.,Yamazaki F.,2002.Fragility curves for buildings in Japan based on damage surveys after the 1995Kobe earthquake.In:Proceedings of the 12th European Conference on Earthquake Engineering.Auckland:ECEE,2451-2458.

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