[1]王先铁,杨航东,王连坤,等.方钢管混凝土框架-两边连接薄钢板剪力墙 力学性能研究[J].西安建筑科技大学学报:自然科学版,2014,46(05):665-670.[doi:10.15986/j.1006-7930.2004.05.008]
　WANG Xiantie,YANG Hangdong,WANG Liankun,et al.Mechanical behavior study of concrete-filled square steel tubular frame-thin steel plate shear walls with two-side connections[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(05):665-670.[doi:10.15986/j.1006-7930.2004.05.008]
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方钢管混凝土框架-两边连接薄钢板剪力墙 力学性能研究()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
46
期数:
2014年05期
页码:
665-670
栏目:
出版日期:
2014-10-31

文章信息/Info

Title:
Mechanical behavior study of concrete-filled square steel tubular frame-thin steel plate shear walls with two-side connections
文章编号:
1006-7930(2014)05-0665-06
作者:
王先铁1; 杨航东1; 王连坤2; 刘立达1; 马尤苏夫1; 党 涛1
（ 1. 西安建筑科技大学土木工程学院，陕西 西安 710055；2. 五邑大学土木建筑学院，广东 江门 529020 ）
Author(s):
WANG Xiantie1;  YANG Hangdong1;  WANG Liankun2;  MA Yousufu1;  LIU Lida1;  DANG Tao1
( 1. School of Civil Engineering, Xian University of Architecture & Technology, Xian 710055, China; 2. College of Civil and Architecture, Wuyi University, Jiangmen 529020, China )
关键词:
方钢管混凝土框架; 薄钢板剪力墙; 两边连接; 力学性能; 剪切破坏
Keywords:
concrete-filled square steel tubular frame;  thin steel plate shear wall;  two-side connection;  mechanical behavior;  shear failure
分类号:
TU391
DOI:
10.15986/j.1006-7930.2004.05.008
文献标志码:
A
摘要:
将薄钢板剪力墙与竖向边缘构件分开形成两边连接的薄钢板剪力墙，既具有良好的建筑适用性，又有利于保护框架
柱．采用有限元软件ABAQUS 6.10 对方钢管混凝土框架-两边连接薄钢板剪力墙和四边连接薄钢板剪力墙进行了非线性数值
分析．通过对两边连接薄钢板剪力墙在侧向荷载作用下的受力特点分析，提出了中梁梁端剪力计算公式和钢板墙开洞处中梁
腹板厚度设计建议公式．计算结果与数值分析结果吻合很好．基于建议公式的分析模型实现了“弱板强框架、强柱弱梁”的
抗震设计理念，实现了双重抗震设防目标．四边连接与两边连接薄钢板墙的抗震性能比较表明，两边连接会明显降低方钢管
混凝土框架-薄钢板剪力墙的侧向承载力，但仍具有稳定的滞回性能，良好的耗能能力和延性．
Abstract:
Thin steel plate shear wall with two-side connections, which is separated from the vertical boundary elements, has good applicability for architecture and is beneficial for protecting the columns. The nonlinear numerical analysis of concrete-filled square steel tubular frame-thin steel plate shear walls with two-side and four-side connection was carried out by the finite element software ABAQUS 6.10. The mechanical characteristics of thin steel plate shear walls connected only with frame beams under lateral load were analyzed. The formulas for calculating the shear forces of mid-beam at the ends and the thickness of the beam web were proposed. The formula results agree well with the analytical ones. The model which is based on the recommended formula implements the aseismic principle of “weak plate and strong frame, strong column and weak beam” and achieves double aseismic fortification objectives. The comparison of aseismic behavior between thin steel plate shear walls which are two-side connected and four-side connected with the frames shows that the former one also has stable hysteretic behavior, excellent ductility and energy dissipation capacity much as the two-side connection obviously reduces the horizontal bearing capacity

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期：2014-03-10 修改稿日期：2014-09-28
基金项目：国家自然科学基金项目（51108369，51208385），陕西省科技新星科研项目（2013KJXX-54），住房与城乡建设部科学技术项目（2014-K2-007）
作者简介：王先铁（1979-），男，教授，博士，主要从事钢结构与钢管混凝土结构研究．E-mail: wangxiantie@163.com
更新日期/Last Update: 2015-10-10