[1]王先铁,王东石,李海广,等.方钢管混凝土框架-单侧开洞薄钢板剪力墙滞回性能研究[J].西安建筑科技大学学报:自然科学版,2015,(03):333-340.[doi:10.15986/j.1006-7930.2015.03.005]
 WANG Xiantie,WANG Dongshi,LI Haiguang,et al.Research on the hysteretic behavior of concrete-filled square steel tubular frame-thin steel plate shear walls with side opening[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,(03):333-340.[doi:10.15986/j.1006-7930.2015.03.005]
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方钢管混凝土框架-单侧开洞薄钢板剪力墙滞回性能研究()
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西安建筑科技大学学报:自然科学版[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2015年03期
页码:
333-340
栏目:
出版日期:
2015-06-30

文章信息/Info

Title:
Research on the hysteretic behavior of concrete-filled square steel tubular frame-thin steel plate shear walls with side opening
文章编号:
1006-7930(2015)03-0333-08
作者:
王先铁1王东石1李海广2贾贵强1刘立达1
(1. 西安建筑科技大学土木工程学院,陕西 西安 710055;2. 烟台市建筑设计研究股份有限公司,山东 烟台 264003)
Author(s):
WANG Xiantie 1 WANG Dongshi 1 LI Haiguang 2 JIA Guiqiang 1 LIU Lida 1
(1. School of Civil Engineering, Xian University of Architecture & Technology, Xian 710055, China 2. Yantai Architectural Design and Research Co., Ltd, Yantai 264003, China)
关键词:
方钢管混凝土框架单侧开洞薄钢板剪力墙滞回性能参数分析
Keywords:
concrete-filled square steel tubular frame side opening thin steel plate shear walls hysteretic behavior coefficient analysis
分类号:
TU391
DOI:
10.15986/j.1006-7930.2015.03.005
文献标志码:
A
摘要:
进行了一榀1/3 比例单跨两层方钢管混凝土框架-单侧开洞薄钢板剪力墙的低周反复荷载试验,分析了其破坏过程、破坏形态及破坏机理.采用有限元软件ABAQUS 对方钢管混凝土框架-单侧开洞薄钢板剪力墙进行了精细化数值模拟,分别研究了竖向边缘构件(边框柱)截面类型、开洞率δ、高厚比β、柱子抗弯刚度η 和柱子轴压比n 对开洞薄钢板剪力墙滞回性能的影响.结果表明,方钢管混凝土框架-单侧开洞薄钢板剪力墙具有较高的承载力、刚度和耗能能力,开洞对结构滞回性能影响明显.
Abstract:
The low cyclic loading experiment was conducted for one 1/3 scale one-bay two-story concrete-filled square steel tube frame-thin steel plate shear walls(SPSWs) with side opening. The failure process, failure pattern and mechanism were investigated. The nonlinear numerical analysis of concrete-filled square steel tubular frame-thin steel plate shear walls with side opening was carried out by the finite element software ABAQUS. The influences of the column section type, opening ratio, height-to-thickness of the SPSW, column bending stiffness, and ratio of axial compression on the hysteretic behavior of thin steel plate shear wall with side opening were studied. The results show that the concrete-filled square steel tubular frame-thin steel plate shear walls with side opening have higher bearing capacity, stiffness and energy dissipation capacity. The opening exerts considerable influence on the hysteretic behavior.

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备注/Memo

备注/Memo:
收稿日期:2014-12-12   修改稿日期:2015-05-25
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: 2015-09-01