[1]管民生,杜宏彪,姜晶,等.不同连梁形式联肢剪力墙的静力弹塑性分析[J].深圳大学学报理工版,2009,26(4):376-381.
 GUAN Min-sheng,DU Hong-biao,JIANG Jing,et al.Pushover analysis on coupled shear wall with different patterns of coupling beam[J].Journal of Shenzhen University Science and Engineering,2009,26(4):376-381.
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不同连梁形式联肢剪力墙的静力弹塑性分析()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第26卷
期数:
2009年4期
页码:
376-381
栏目:
土木建筑工程
出版日期:
2009-10-31

文章信息/Info

Title:
Pushover analysis on coupled shear wall with different patterns of coupling beam
文章编号:
1000-2618(2009)04-0376-06
作者:
管民生12 杜宏彪3姜晶1韩大建2
1)广东工业大学土木与交通工程学院,广州 510006;
2)华南理工大学土木与交通学院,广州 510640;
3)深圳大学土木工程学院,深圳 518060
Author(s):
GUAN Min-sheng12DU Hong-biao3JIANG Jing1and HAN Da-jian2
1)Faculty of Civil and Transportation Engineering,Guangdong University of Technology,Guangzhou 510006,P.R.China
2)School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,P.R.China
3)College of Civil Engineering,Shenzhen University,Shenzhen 518060,P.R.China
关键词:
高层建筑混凝土结构联肢剪力墙钢筋混凝土连梁型钢混凝土连梁静力弹塑性分析抗震性能
Keywords:
concrete structures in high-rise buildingscoupled shear wallreinforced concrete coupling beamsteel reinforced concrete coupling beampushover analysisseismic performance
分类号:
TU 973+.16
文献标志码:
A
摘要:
建立12层钢筋混凝土联肢剪力墙结构分析模型,用两种不同的侧向载荷分布模式,分别对采用钢筋混凝土连梁和型钢混凝土连梁的联肢剪力墙结构进行静力弹塑性(Pushover)分析.在此基础上,以变形和延性(包括顶点位移、层间位移和结构塑性铰分布)为参数评估其抗震性能.研究发现,在承载力相同时,型钢混凝土连梁比钢筋混凝土连梁的截面尺寸小很多,型钢混凝土连梁的联肢剪力墙抗震性能较好.
Abstract:
The coupled shear wall structures with reinforced concrete coupling beams and steel reinforced concrete coupling beams were analyzed by pushover analysis with two common load patterns.The seismic performances were studied by means of the deformation and ductility such as the top drift,inter-story drifts and plastic joints distribution.The results show that the cross section size of steel reinforced concrete coupling beam is smaller than the one of reinforced concrete coupling beam under the same loads,and the seismic performance of coupled shear wall with steel reinforced concrete coupling beam is better than that of coupled shear wall with reinforced concrete coupling beam.

参考文献/References:

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[1]Gong B G,Shahrooz B M.Steel-concrete composite coupling beams-behavior and design[J].Engineering Structures,2001,23(11):1480-1490.
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备注/Memo

备注/Memo:
收稿日期:2009-03-16;修回日期:2009-08-30
基金项目:广东省教育厅基金资助项目(020076);广东工业大学青年基金资助项目(082031)
作者简介:管民生(1979-),男(汉族),湖北省黄冈市人,广东工业大学讲师,华南理工大学博士研究生.E-mail:msguan@gdut.edu.cn
更新日期/Last Update: 2009-11-09