纵墙承重多层砌体结构抗震分析与鉴定加固

英文篇名：Seismic Capacity Analysis and Structural Seismic Appraisal & Reinforcement of A Multi-story Masonry Building with Load-bearing of Longitudinal Wall
中文刊名：工程抗震与加固改造
英文刊名：Earthquake Resistant Engineering and Retrofitting
作者：马德云 ; 左勇志 ; 滕海文 ; 霍达
英文作者：Ma De-yun1 ; 2 ; Zuo Yong-zhi2 ; Teng Hai-wen1 ; 3 ; Huo Da1 ; 3(1.The College of Architecture & Civil Engineering ; Beijing University of Technology ; Beijing ; 1001249 ; China ; 2.Beijing Building Construction Research Institute ; Beijing ; 100003 ; China ; 3.The Key Laboratory of Urban Security and Disaster Engineering ; Ministry of Education ; Beijing University of Technology.Beijing 100124 ; China)
中文关键词：纵墙承重 ; 砌体结构体系 ; 抗震性能 ; 加固设计
英文关键词：load-bearing of longitudinal wall ; masonry structure system ; seismic behavior ; reinforcing design
出版日期：2012-02-05
机构：北京工业大学建筑工程学院;北京市建筑工程研究院;北京工业大学城市与工程安全减灾教育部重点实验室;
年：2012
期：01
出版单位：工程抗震与加固改造

摘要

对多层砌体结构教学楼的抗震性能进行了分析,根据汶川地震中此类结构的震害特点,着重探讨了纵墙承重结构体系教学楼的抗震性能,指出了纵墙承重砌体结构体系教学楼在抗震能力方面存在的主要问题。在此基础上,依据《建筑抗震设计规范》和《建筑抗震鉴定标准》,结合工程实例,提出了此类房屋抗震鉴定、加固设计应注意的问题和关键点,并探讨了抗震鉴定与抗震设计的关系,总结了两者之间的几个不同点。
Based on the analysis of masonry structure damages from Wenchuan earthquake,the seismic behavior of the multi-story masonry teaching building is analyzed,and the seismic behavior of teaching building with load-bearing structural system of longitudinal wall is discussed mainly.Several key problems about seismic appraisal and reinforcing design are suggested in the paper.And the differences and correlation of seismic appraisal and seismic design are pointed out.

引文

[1]赵恩平,杨娜茵,常紫薇,唐晓楠.北京中小学校、幼儿园建筑抗震调查研究[J].工程抗震与加固改造,2009,31(5):124～129Zhao En-ping,Yang Na-yin,Chang Zi-wei,Tang Xiao-nan.The Seismic Survey Research of Beijing School andKindergarten Buildings[J].Earthquake ResistantEngineering and Retrofitting,2009,31(5):124～129(inChinese)
    [2]GB50011-2001(2008年版),建筑抗震设计规范[S]GB 50011-2001(2008 Edition),Code for Seismic Designof Buildings[S](in Chinese)
    [3]GB50003-2001,砌体结构设计规范[S]GB 50003-2001,Code for Design of Masonry Structures[S](in Chinese)
    [4]任晓崧,翁大根,吕西林.四川灾区砌体结构房屋震害与中小学建筑的抗震设计[J].工程抗震与加固改造,2008,30(4):71～76Ren Xiao-song,Weng Da-gen,Lv Xi-lin.EarthquakeDamage of Masonry Buildings in Sichuan Province andDiscussion on Seismic Design for Primary and MiddleSchool Buildings[J].Earthquake Resistant Engineeringand Retrofitting,2008,30(4):71～76(in Chinese)
    [5]郭樟根,孙伟民,倪天宇,等.汶川地震中小学校建筑震害调查及抗震性能分析[J].南京工业大学学报,2009,39(1):49～54 Guo Zhang-gen,Sun Wei-min,Ni Tian-yu,et al.Earthquake Damage of Masonry Buildings in Sichuan Province and Discussion on Seismic Design for Primary and Middle School Buildings[J].Journal of Nanjing University of Technology,2009,39(1):49～54(in Chinese)
    [6]邵力群,陈文元.5.12汶川大地震中砌体结构房屋震害调查与思考[J].工业建筑,2009,(1):30～35 Shao Li-qun,Chen Wen-yuan.Investigation and Thinking of Damages to Masonry Structures by 5.12 Wenchuan Earthquake[J].Industrial Construction,2009,(1):30～35(in Chinese)
    [7]史庆轩,杨坤,王秋维,等.汶川大地震村镇中小学建筑的震害调查和分析[J].西安建筑科技大学学报,2008,40(5):602～607 Shi Qing-xuan,Yang Kun,Wang Qiu-wei,et al.Earthquake Damage Investigation and Analysis of Rural Primary and Middle School Buildings in Wenchuan Earthquake[J].Journal of Xi'an University of Architecture&Technology,2008,40(5):602～607(in Chinese)
    [8]程绍革.《建筑抗震鉴定标准》GB-50023修订介绍[J].工程抗震与加固改造,2010,32(1):117～121 Cheng Shao-ge.Brief Introduction to the Revision of Standard for Seismic Appraisal of Buildings GB 50023[J].Earthquake Resistant Engineering and Retrofitting,2010,32(1):117～121(in Chinese)