广东工业大学学报 ›› 2010, Vol. 27 ›› Issue (1): 71-74.

• 综合研究 • 上一篇    下一篇

填充墙对RC框架结构抗震性能影响及其模型研究

  

  1. 1.广东工业大学土木与交通工程学院,广东广州 510006;2.华南理工大学土木与交通学院,广东广州 510640;3深圳大学土木工程学院,广东深圳 518060
  • 出版日期:2010-03-25 发布日期:2010-03-25
  • 作者简介:管民生(1979-),男,讲师,博士研究生,主要研究方向为工程抗震设计理论与方法.
  • 基金资助:

    深圳市土木工程重点实验室资助项目(SZDCCE09—01);广东工业大学青年教师基金资助项目(082031)

A Study of the Impact of Infilled Walls on the Seismic Performance of RC Frame Structures and the Model

  1. 1.Facultv of Civil and Transportation Engineering,Guangdong University of Technology,Guangzhoa 5 10006,China;
    2.School of Civil and Transportation Engineering,South China University of Technology ,Guangzhou 510640,China;
    3.Sch0o1 of Civil Engineering.Shenzhen University,Shenzhen 5 1 8060,China
  • Online:2010-03-25 Published:2010-03-25

摘要: 针对填充墙对钢筋混凝土框架结构抗震性能的影响,结合汶川地震,分析了填充墙钢筋混凝土框架结构产生震害的原因.在总结国内外大量关于填充墙对钢筋混凝土框架结构承载能力、刚度、变形等性能影响研究成果的基础上,探讨了建立合理的填充墙模型对研究过程的难易程度及研究结果精确度的重要性,并对此进行了分析,提出了相关建议,为今后填充墙模型研究提供参考.

关键词: 钢筋混凝土框架结构;填充墙模型;抗震性能

Abstract: Abstract:Based on the impact of infilled walls on the earthquake damage to RC flame structures with infilled seismic performance of RC frame structures,the reasons for walls are analyzed with W enchuan Earthquake as an example.Summing up a lot of research results ab。ut the influence。finfilled walls on the strength,stiffness and deformation 0f RC frame structures at home and abroad,it establishes a rational model for infilled walls for research
process,and discusses the importance of the accuracy for the research results.Relevant suggestions are put forward to provide references for future research.

Key words: RC flame structure;infilled wall model;seismic performance

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