[1]王先铁,周绪红,储召文,等.方钢管混凝土框架内置侧边开洞薄钢板剪力墙的抗侧承载力研究[J].西安建筑科技大学学报(自然科学版),2017,49(03):350-359.[doi:10.15986/j.1006-7930.2017.03.007]
　WANG Xiantie,ZHOU Xuhong,CHU Zhaowen,et al.Study on lateral resistance capacity of concrete-filled square steel tubular frame-thin steel plate shear wall with side opening[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2017,49(03):350-359.[doi:10.15986/j.1006-7930.2017.03.007]
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方钢管混凝土框架内置侧边开洞薄钢板剪力墙的抗侧承载力研究()
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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:
49
期数:
2017年03期
页码:
350-359
栏目:
出版日期:
2017-06-30

文章信息/Info

Title:
Study on lateral resistance capacity of concrete-filled square steel tubular frame-thin steel plate shear wall with side opening
文章编号:
1006-7930(2017)03-0350-10
作者:
王先铁1; 周绪红2; 储召文1; 刘立达1; 贺博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 400045)
Author(s):
WANG Xiantie1; ZHOU Xuhong2; CHU Zhaowen1; LIU Lida1; HE Bo1
(1.School of Civil Engineering, Xi′an Univ. of Arch. & Tech., Xi′an 710055,China; 2.Chongqing University, Chongqing 400045, China)
关键词:
方钢管混凝土框架; 薄钢板剪力墙; 侧边开洞; 破坏机制; 抗侧承载力
Keywords:
concrete-filled square steel tubular frame;  thin steel plate shear wall;  side opening;  failure mechanism;  lateral resistance capacity
分类号:
TU398.2
DOI:
10.15986/j.1006-7930.2017.03.007
文献标志码:
A
摘要:
对1榀1/3比例的单跨2层方钢管混凝土框架内置侧边开洞薄钢板剪力墙进行了拟静力试验利用有限元软件ABAQUS对其进行了非线性数值分析，结合试验结果，分析了方钢管混凝土框架内置侧边开洞薄钢板剪力墙的受力机理和破坏机制研究了洞口边缘构件与边框梁不同连接方式对结构抗侧承载力的影响基于侧边开洞薄钢板剪力墙的受力机理，提出了方钢管混凝土框架内置侧边开洞薄钢板剪力墙的抗侧承载力计算模型及计算公式，并与试验及足尺有限元模型结果对比结果表明：方钢管混凝土框架内置侧边开洞薄钢板剪力墙具有较高的承载力、初始刚度和延性，抗侧承载力公式计算结果与试验及有限元结果吻合较好.
Abstract:
The quasi-static test was conducted on one 1/3 scale one-bay two-story concrete-filled square steel tubular frame-thin steel plate shear wall with side opening(SPSW-SO). The nonlinear analytical analysis was conducted using the finite element package ABAQUS. Based on the experimental and analytical results, the mechanical behavior and failure mechanism of the concrete-filled square steel tubular frame-thin SPSW-SO were studied. The effect of different connection types between the boundary members and frame beams on the structure was studied. Based on the failure mechanism of the SPSW-SO, the analytical model and simplified calculating formula of the lateral force resistant capacity of the SPSW-SO were proposed. The formula results were compared with those of the experimental and full size finite element model. The results show that the concrete-filled square steel tubular frame-thin SPSW-SO has considerable lateral-resisting capacity, initial stiffness and favorable energy dissipation capacity. The formula results agree well with the experimental and numerical results.

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备注/Memo

备注/Memo:
收稿日期:2016-09-06 修改稿日期:2017-05-24 基金项目:国家自然科学基金资助项目(51108369；51678474) 作者简介:王先铁(1979-)，男，博士，教授, 主要从事钢结构与钢管混凝土组合结构方面的研究. E-mail：wangxiantie@163.com
更新日期/Last Update: 2017-08-25