桁架式多腔体钢板组合剪力墙抗震性能试验研究

韩建红; 周观根; 舒赣平; 周雄亮; 秦颖; 何云飞

doi:10.13204/j.gyjz202003003

桁架式多腔体钢板组合剪力墙抗震性能试验研究

doi: 10.13204/j.gyjz202003003

1. 东南大学混凝土及预应力混凝土结构教育部重点实验室, 南京 211189;
2. 浙江东南网架股份有限公司, 杭州 311209

基金项目:

“十三五”国家重点研发计划项目（2017YFC0703802）。

详细信息

作者简介:
韩建红,男,1989年出生,博士研究生。

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- 文章访问数: 80
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- 被引次数: 0
出版历程
- 收稿日期: 2019-10-20

EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS

1. Key Lab of Reinforcement Concrete&Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 211189, China;
2. Zhejiang Southeast Space Frame Group Company Limited, Hangzhou 311209, China

摘要

摘要: 通过对不同轴压比的3片墙体试件的拟静力试验，对桁架式多腔体钢板组合剪力墙的破坏模式、承载能力、刚度退化、耗能能力、整体水平变形及剪切变形等进行了探究和分析。结果表明：此组合剪力墙承载力较高并具有良好的延性和耗能能力；高宽比为2.0时，试件的破坏特征以钢板局部剪切屈曲、端柱钢管压屈和撕裂以及混凝土压碎为主，试件的剪切变形占整体水平变形的20%~40%，试件均发生了剪压破坏；轴压比对试件的抗剪承载力和刚度退化的影响较小，轴压比较小时试件具有较好的延性。
- 双钢板组合剪力墙 /
- 钢筋桁架 /
- 抗震性能 /
- 试验研究
Abstract: Based on the quasi-static tests of three wall specimens with different axial compression ratios, the failure modes, bearing capacity, stiffness degradation, energy dissipation capacity, lateral deformation and shear deformation of the double-skin multi-cavity composite wall with steel truss were explored and analyzed in the paper. The results showed that the innovative double-skin composite wall with steel truss had better bearing capacity, ductility and energy dissipation capacity. When the aspect ratio was 2.0, the main failure characteristics of the specimens were local shear buckling of steel plates, fracture and buckling of steel tubes, and compressive crushing of concrete. The shear deformation accounted for 20% to 40% of the overall lateral deformation, and all specimens were damaged in shear-compression mode. The effect of axial compression ratio on the horizontal bearing capacity and stiffness degradation of the specimens was small, and the specimens with small axial compression ratio showed better ductility.
- double-skin composite wall /
- steel truss /
- seismic behavior /
- experimental research

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参考文献(16)

WRIGHT H D, GALLOCHER S C. The Behavior of Composite Walling Under Construction and Service Loading[J]. Journal of Constructional Steel Research, 1995, 35(3):257-273.

WRIGHT H D. The Axial Load Behaviour of Composite Walling[J]. Journal of Constructional Steel Research, 1998, 45(3):353-375.

ANWAR HOSSAIN K M, WRIGHT H D. Experimental and Theoretical Behavior of Composite Walling Under In-Plane Shear[J]. Journal of Constructional Steel Research, 2004, 60(1):59-83.

聂建国,卜凡民,樊健生. 低剪跨比双钢板-混凝土组合剪力墙抗震性能试验研究[J]. 建筑结构学报, 2011(11):74-81.

中华人民共和国住房和城乡建设部. 钢板剪力墙技术规程:JGJ/T 380-2015[S]. 北京:中国建筑工业出版社, 2015.

PRYER J W, BOWERMAN H G. The Development and Use of British Steel Bi-Steel[J]. Journal of Constructional Steel Research, 1998, 46(1):15.

CLUBLEY S K, MOY S S J, XIAO R Y. Shear Strength of Steel-Concrete-Steel Composite Panels. Part I-Testing and Numerical Modelling[J]. Journal of Constructional Steel Research, 2003, 59(6):781-794.

CLUBLEY S K, MOY S S J, XIAO R Y. Shear Strength of Steel-Concrete-Steel Composite Panels. Part II-Detailed Numerical Modelling of Performance[J]. Journal of Constructional Steel Research, 2003, 59(6):795-808.

EOM T S, PARK H G, LEE C H, et al. Behavior of Double Skin Composite Wall Subjected to In-Plane Cyclic Loading[J]. Journal of Structural Engineering, 2009, 135(10):1239-1249.

程春兰,周德源. 带约束拉杆的双钢板-混凝土组合剪力墙承载力及变形分析[J]. 结构工程师, 2016(1):45-51.

刘鸿亮. 带约束拉杆双层钢板内填混凝土组合剪力墙抗震性能研究[D]. 广州:华南理工大学, 2013.

徐文平,徐彤. 格栅管式双钢板混凝土组合剪力墙抗震性能试验[J]. 建筑科学与工程学报, 2018(2):111-118.

张晓萌. 钢管束组合剪力墙抗震性能试验及理论研究[D]. 天津:天津大学,2016.

GUO L H, WANG Y H, ZHANG S M. Experimental Study of Rectangular Multi-Partition Steel-Concrete Composite Shear Walls[J]. Thin-Walled Structures, 2018, 130:577-592.

中华人民共和国住房和城乡建设部. 建筑抗震试验规程:JGJ/T 101-2015[S]. 北京:中国建筑工业出版社, 2015.

蓝宗建, 梁书亭, 孟少平. 混凝土结构设计原理[M]. 南京:东南大学出版社, 2008.

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