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底部框架-抗震墙房屋抗震审查中的若干问题探讨
引用本文:常业军,张富有.底部框架-抗震墙房屋抗震审查中的若干问题探讨[J].工程抗震与加固改造,2005,27(5):78-81.
作者姓名:常业军  张富有
作者单位:盐城市土木建筑学会 江苏盐城224005 (常业军),河海大学 江苏南京210098(张富有)
摘    要:在分析研究底部框架-抗震墙房屋抗震性能的基础上,针对结构的受力特点,结合抗震审查中存在的大量共性问题,探讨了抗震设计和审查中需要注意的若干问题,提出了概念设计的重要性,给出了结构抗震验算的简化计算方法,供相关人员参考。

关 键 词:底部框架一抗震墙  概念设计  抗震性能
文章编号:1002-8412(2005)05-0078-04
收稿时间:04 5 2005 12:00AM
修稿时间:2005年4月5日

Study on Problems of Seismic Design and Blueprint Checkup of Brick Masonry Building with Frame-wall at the Bottom
Chang Ye-jun,Zhang Fu-you.Study on Problems of Seismic Design and Blueprint Checkup of Brick Masonry Building with Frame-wall at the Bottom[J].Earthquake Resistant Engineering and Retrofitting,2005,27(5):78-81.
Authors:Chang Ye-jun  Zhang Fu-you
Affiliation:Chang Ye-jun~1,Zhang Fu-you~2
Abstract:Based on the analysis and research of seismic behavior of brick masonry building with frame-wall at the bottom,its bearing characteristic is introduced,then combined with the found problems in seismic design and blueprint checkup of brick masonry building with frame-wall at the bottom,several problems of seismic design and blueprint checkup of brick masonry building with frame-wall at the bottom are discussed.The importance of concept design is put forward and the simple method of computation for seismic structure is given,Which could provide reference for designers.
Keywords:brick masonry building with frame-wall at the bottom  concept design  seismic behavior
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