[1]王先铁,周绪红,宋文俊,等.方钢管混凝土框架-斜十字加劲薄钢板剪力墙低周反复荷载试验研究[J].西安建筑科技大学学报：自然版,2016,48(01):63-71.[doi:10.15986/j.1006-7930.2016.01.011]
　WANG Xiantie,ZHOU Xuhong,SONG Wenjun,et al.Cyclic loading test study on concrete-filled square steel tubular frame-diagonally cross stiffened thin steel plate shear walls[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2016,48(01):63-71.[doi:10.15986/j.1006-7930.2016.01.011]
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方钢管混凝土框架-斜十字加劲薄钢板剪力墙低周反复荷载试验研究()
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西安建筑科技大学学报：自然版[ISSN:1006-7930/CN:61-1295/TU]

卷:
48
期数:
2016年01期
页码:
63-71
栏目:
出版日期:
2016-02-28

文章信息/Info

Title:
Cyclic loading test study on concrete-filled square steel tubular frame-diagonally cross stiffened thin steel plate shear walls
文章编号:
1006-7930(2016)01-0063-09
作者:
王先铁1; 2; 周绪红2; 宋文俊1; 刘立达1; 郑 江1; 李婷婷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
Author(s):
 WANG Xiantie1; 2;  ZHOU Xuhong2;  SONG Wenjun1;  LIU Lida1;  ZHENG Jiang1;  LI Tingting1
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
关键词:
方钢管混凝土框架; 薄钢板剪力墙; 斜十字加劲; 抗震性能; 试验研究
Keywords:
concrete-filled square steel tubular frame;  thin steel plate shear wall;  diagonal cross stiffener;  seismic behavior;  experimental study
分类号:
TU398.2
DOI:
10.15986/j.1006-7930.2016.01.011
文献标志码:
A
摘要:
对三个1/3 比例单跨两层方钢管混凝土框架-薄钢板剪力墙进行了低周反复荷载试验，研究了梁柱连接为穿心高强螺栓-端板节点和内隔板式节点对试件性能影响，并将方钢管混凝土框架-斜十字加劲薄钢板剪力墙与方钢管混凝土框架-非加劲薄钢板剪力墙进行对比．得到了试件的破坏形态、滞回曲线、延性、刚度、耗能能力等抗震性能指标，分析了其破坏特征、承载能力及刚度退化等力学性能．结果表明：方钢管混凝土框架-薄钢板剪力墙具有较高的承载力、抗侧刚度和良好的耗能性能．斜加劲肋能有效限制薄钢板剪力墙面外变形，提高结构初始刚度和承载力，有效减轻滞回曲线“捏缩”．穿心高强螺栓-端板节点提高了节点域刚度，延缓了柱壁鼓曲．方钢管混凝土竖向边缘构件确保了薄钢板剪力墙性能充分发挥．
Abstract:
The low-cyclic loading tests on three one-bay two-story concrete-filled square steel tubular frame(CFST)-thin steel plate shear walls(SPSWs) with a reduced scale of 1/3 are conducted. The influences of through high strength bolt-endplate connection and inner diaphragm one on the behavior of the specimens are investigated. The CFST-diagonally cross stiffened SPSWs is compared with the CFST-unstiffened SPSWs. The seismic behavior indexes including the failure pattern, hysteretic curves, ductility, stiffness and energy dissipation capacity are obtained to study the failure characteristic, bearing capacity and stiffness degradation. The results show that the CFST-thin SPSWs have comparatively high bearing ability, lateral-resistance stiffness and favorable energy dissipation behavior. The diagonal stiffeners limit the out-of-plane deformation of the SPSWs, improve the structural initial stiffness and bearing capacity and also effectively alleviate the “pinching” phenomenon of the hysteretic curves. The through high strength bolt-endplate connection enhances the stiffness of the joint panel and decreases the buckling of the column wall. The concrete-filled square steel tubular vertical boundary members secure the full use of the thin SPSWs.

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备注/Memo

备注/Memo:
收稿日期：2015-06-25 修改稿日期：2016-01-27
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)；住房与城乡建设不科学技术项目(2014-K3-006)
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研究．E-mail:wangxiantie@163.com
更新日期/Last Update: 2016-04-01