[1]王先铁,储召文,杨航东,等.方钢管混凝土框架-两侧开洞薄钢板剪力墙的力学性能研究[J].西安建筑科技大学学报:自然版,2015,47(05):635-641.[doi:DOI: 10.15986/j.1006-7930.2015.05.005]
 WANG Xiantie,CHU Zhaowen,YANG Hangdong,et al.Study on the mechanical behavior of concrete-filled square steel tubularframe-thin steel plate shear walls with bilateral openings[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(05):635-641.[doi:DOI: 10.15986/j.1006-7930.2015.05.005]
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方钢管混凝土框架-两侧开洞薄钢板剪力墙的力学性能研究()
分享到:

西安建筑科技大学学报:自然版[ISSN:1006-7930/CN:61-1295/TU]

卷:
47
期数:
2015年05期
页码:
635-641
栏目:
出版日期:
2015-10-29

文章信息/Info

Title:
Study on the mechanical behavior of concrete-filled square steel tubular
frame-thin steel plate shear walls with bilateral openings
文章编号:
1006-7930(2015)05-0635-07
作者:
王先铁12储召文1杨航东3林麟珲1
(1.西安建筑科技大学土木工程学院,陕西 西安 710055;2.重庆大学土木工程学院,重庆 400030;
3.成都基准方中建筑设计有限公司,四川 成都 610017)
Author(s):
WANG Xiantie12 CHU Zhaowen1 YANG Hangdong3 LIN Linhui1
(1 School of Civil Engineering, Xi′an Univ. of Arch. & Tech., Xi′an 710055, China;
2 School of Civil Engineering, Chongqing University, Chongqing 400030, China;
3 Chengdu JZFZ Architectural Design Co., Ltd., Chengdu 610017, China)
关键词:
方钢管混凝土框架薄钢板剪力墙两边连接两侧开洞抗震性能
Keywords:
concrete-filled square steel tubular framethin steel plate shear walltwo-side connectionbilateral openingsseismic behavior
分类号:
TU391
DOI:
DOI: 10.15986/j.1006-7930.2015.05.005
文献标志码:
A
摘要:
分别对单跨两层1/3比例的方钢管混凝土框架-两边连接薄钢板剪力墙和四边连接薄钢板剪力墙进行了低周反复荷载试
验,对比分析了其抗震性能和破坏形态,研究了钢板剪力墙边界约束对结构抗震性能的影响.提出了两侧开半椭圆形洞口的
钢板剪力墙形式.采用有限元软件ABAQUS对方钢管混凝土框架-两边连接薄钢板剪力墙、四边连接薄钢板剪力墙及两侧开
洞薄钢板剪力墙进行了非线性数值分析,比较了薄钢板剪力墙拉力场对框架柱的附加弯矩,明确了洞口尺寸对结构性能的影
响.结果表明,方钢管混凝土框架-两边连接及四边连接薄钢板剪力墙均具有良好的延性和耗能性能;与四边连接薄钢板剪
力墙相比,钢板剪力墙两侧开半椭圆形洞口可显著降低对框架柱的附加弯矩,其抗震性能明显优于两边连接薄钢板剪力墙;
提出了合理的洞口尺寸比例.
Abstract:
The low-cyclic reversed loading tests were conducted on two one-bay two-story 1/3 scale concrete-filled square steel tubular(
CFST) frame-thin steel plate shear walls(SPSWs) with two-side, four-side connection, and the seismic behavior and failure
mode were investigated. The effects of boundary constraints of SPSWs on the seismic behavior were studied. The SPSWs with bilateral
semi-elliptical openings are put forward. The nonlinear numerical analysis of CFST frame-thin SPSWs with two-side and
four-side connection and bilateral openings was carried out by the finite element software package ABAQUS. The additional bending
moments of the frame columns imposed by the tension field of thin SPSWs were compared. The influence of the opening size on the
structural behavior was studied. It was demonstrated that the ductility and energy dissipation capacity of the CFST frame-thin SPSWs
with two-side and four-side connection are good. The bilateral semi-elliptical openings greatly reduce the additional bending moment
of the frame columns compared with the four-side connection. The seismic behavior of the SPSWs with bilateral semi-elliptical
openings is better than the SPSWs with two-side connection. The right ratio of the length to the width of the opening is put forward.

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备注/Memo

备注/Memo:
收稿日期:2015-05-14 修改稿日期:2015-09-27
基金项目:国家自然科学基金项目(51108369),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: 2015-12-14