[1]方明霁,李国强,李一松.型钢混凝土中高剪力墙的抗震性能[J].深圳大学学报理工版,2012,29(No.1(001-094)):38-44.[doi:10.3724/SP.J.1249.2012.01038]
 FANG Ming-ji,LI Guo-qiang,and LI Yi-song.Seismic behavior of steel reinforced concrete mid-rise shear wall[J].Journal of Shenzhen University Science and Engineering,2012,29(No.1(001-094)):38-44.[doi:10.3724/SP.J.1249.2012.01038]
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型钢混凝土中高剪力墙的抗震性能()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第29卷
期数:
2012年No.1(001-094)
页码:
38-44
栏目:
土木建筑工程
出版日期:
2012-01-06

文章信息/Info

Title:
Seismic behavior of steel reinforced concrete mid-rise shear wall
作者:
方明霁12李国强1李一松23
1) 上海师范大学建筑工程学院,上海200043
2) 同济大学土木工程学院,上海200092
3) 同济大学建筑设计研究院,上海200092
Author(s):
FANG Ming-ji12LI Guo-qiang2and LI Yi-song23
1) College of Civil Engineering, Shanghai Normal University, Shanghai 200043, P.R.China
2) Civil Engineering College, Tongji University, Shanghai 200092, P.R.China
3) Architectural Design & Research Institute, Tongji University, Shanghai 200092, P.R.China
关键词:
结构工程高层建筑结构设计型钢混凝土中高剪力墙桁架抗震性能
Keywords:
structural engineering tall building structure design steel reinforced concrete mid-rise shear wall truss seismic behavior
分类号:
P 315.97;TU 375
DOI:
10.3724/SP.J.1249.2012.01038
文献标志码:
A
摘要:
在单调和低周反复荷载作用下进行4榀1/3~1/4缩尺模型的中高混凝土剪力墙的对比试验,包括1榀普通钢筋、1榀内置型钢框架和2榀内置型钢桁架.结果表明,带型钢内置框架剪力墙的耗能能力远优于纯钢筋混凝土剪力墙,斜向支撑使试件的抗震能力进一步提高;与纯钢筋混凝土相比,型钢支撑框架混凝土剪力墙的极限荷载提高约25%,极限位移提高约29%,耗能提高约36%;内置型钢框架和型钢桁架可不同程度地提高普通剪力墙的后期刚度,减小墙体的层间位移,改善墙体的破坏形态.
Abstract:
Monotonic and cyclic lateral load tests on four 1/3~1/4 scale mid-rise concrete shear wall specimens are performed, including one piece of common steel reinforced concrete shear wall, one piece of concrete shear wall embedded with steel shape frame and two pieces of concrete shear wall embedded with steel shape truss. The concrete wall embedded with steel shape frame shows much better performance in energy dissipation than that of common steel reinforced concrete shear wall. The wall embedded with steel shape truss can further enhance the seismic behavior. Contrast with the common steel reinforced concrete shear wall. The concrete shear wall embedded with steel shape truss can increase about 25% in ultimate load, 29% in limit displacement and 36% in energy dissipation capacity and perform much better in rigidity, inter-story drift ratio and damage shape than others. Overall, the wall embedded with steel truss show best behavior in seismic resistance.

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备注/Memo

备注/Memo:
Received:2009-12-28;Revised:2011-05-09;Accepted:2011-12-09
Foundation:National Natural Science Foundation of China(50621062)
Corresponding author:Associate professor FANG Ming-ji.E-mail:fangmji@126.com
Citation:FANG Ming-ji,LI Guo-qiang,LI Yi-song. Seismic behavior of steel reinforced concrete mid-rise shear wall[J]. Journal of Shenzhen University Science and Engineering, 2012, 29(1): 38-44.(in Chinese)
基金项目:国家自然科学基金资助项目(50621062)
作者简介:方明霁(1977-),女(汉族),安徽省合肥市人,上海师范大学副教授、博士. E-mail:fangmji@126.com
引文:方明霁,李国强,李一松. 型钢混凝土中高剪力墙的抗震性能[J]. 深圳大学学报理工版,2012,29(1):38-44.
更新日期/Last Update: 2012-01-05