[1]于金光,郝际平,李 波,等.半刚性节点框架-钢板剪力墙结构抗震性能试验研究[J].西安建筑科技大学学报:自然科学版,2015,47(03):376-381.[doi:10.15986/j.1006-7930.2015.03.012]
 YU Jinguang,HAO Jiping,LI Bo,et al.Experimental study on seismic behavior of semi-rigid connection frame-steel plate shear wall[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(03):376-381.[doi:10.15986/j.1006-7930.2015.03.012]
点击复制

半刚性节点框架-钢板剪力墙结构抗震性能试验研究()
分享到:

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

卷:
47
期数:
2015年03期
页码:
376-381
栏目:
出版日期:
2015-06-30

文章信息/Info

Title:
Experimental study on seismic behavior of semi-rigid connection frame-steel plate shear wall
文章编号:
1006-7930(2015)03-0376-06
作者:
于金光1郝际平1李 波2郑春明1
( 1. 西安建筑科技大学土木工程学院,陕西 西安 710055; 2. 香港科技大学纳米及先进材料研发院,香港 九龙)
Author(s):
YU Jinguang 1 HAO Jiping 1 LI Bo 2 ZHENG Chunming 1
(1.School of Civil Engineering,Xian University of Architecture and Technology,Xian 710055,China; 2. Nano and Advanced Materials Institute, HKUST,Kowloon,Hong Kong)
关键词:
半刚性节点框架钢板剪力墙拟静力试验抗震性能
Keywords:
semi-rigid connection steel frame steel plate shear wall quasi-static test seismic behavior
分类号:
TU391
DOI:
10.15986/j.1006-7930.2015.03.012
文献标志码:
A
摘要:
为研究半刚性节点框架-钢板剪力墙结构的抗震性能,通过一榀1:3 比例单跨3 层半刚性节点框架-钢板剪力墙的拟静力试验,研究了半刚性框架与墙体的相互影响,探究了结构的破坏顺序和破坏模式,分析了结构的承载力,刚度,耗能能力等抗震性能指标.试验结果表明:该结构具有良好的耗能能力,半刚性节点框架和墙板协同工作良好,结构的破坏顺序为内嵌钢板屈曲、屈服—边缘构件屈服—内嵌钢板撕裂—边缘构件屈曲—节点转动—边缘构件弯扭失稳、节点塑性破坏.
Abstract:
In order to study the seismic behavior in the structural system of the semi-rigid connection steel frame with steel plate shear walls, a one-third scale, one-bay, three-story experimental specimen of semi-rigid connection steel frame with steel plate shear walls were tested under the quasi-static to determine some seismic properties, including failure mode, the hysteretic behavior, ductility and energy dissipation. The results show that the specimen exhibited excellent ductility, energy dissipation capacity and great safety margin; the stiffness degradation of the joints was not serious; the requirement of ductility and stress was distinctly lowered by arranging infill panels; the cooperative work between the frame and the steel plate shear wall was well. The failure sequence of the structure was infill plate buckling, then yield, column yield, infill plate tearing, column buckling, connection rotation, column flexural torsional buckling and plastic collapse of the connection.

参考文献/References:

[1] EN1993 Eurocode3 Design of Steel Structures Part 1-8: Design of joints[S]. Bruxelles: European Convention for Constructional Steelwork, 1993.

[2] ANSI/AISC 360-05 Specification for structural steel buildings[S]. Chicago: American institute of Steel Construction, INC, 2005.

[3] GB50017-2003 钢结构设计规范[S]. 北京: 中国计划出版社, 2010.

GB50017-2003 Code for design of steel structures[S]. Beijing: China Planning Press, 2010.

[4] 解琦, 郝际平, 于金光. 半刚性框架-钢板剪力墙体系性能研究[J]. 建筑结构学报, 2010, 31(S1), 12-17.

XIE Qi, HAO Jiping, YU Jinguang. Behavior of semi-rigid frame with steel plate shear wall[J]. Journal of Building Structures, 2010, 31(S1), 12-17.

[5] 于金光, 郝际平. 腹板双角钢连接框架-非加劲薄钢板剪力墙抗震性能试验研究[J]. 地震工程与工程振动, 2011, 31(1): 84-90.

YU Jinguang, HAO Jiping. Experimental study on seismic behavior of double web-angle connected steel frame -unstiffened steel plate shear wall structure[J]. Journal of Earthquake Engineering and Engineering Vibration 2011, 31(1), 84-90.

[6] GB/T228.1-2010 金属材料室温拉伸试验方法[S]. 北京: 中国标准出版社, 2010.

GB/T228.1-2010 Metallic materials Tensile testing at ambient temperature[S]. Beijing: China Standard Press, 2010.

[7] GB/T2975-1998 钢及钢产品力学性能试验取样位置及试样制备[S]. 北京: 中国标准出版社, 1998.

GB/T2975-1998 Steel and Steel Products-Location and Preparation of Test Pieces for Mechanical Testing[S]. Beijing: China Standard Press, 1998.

[8] JGJ101-1996 建筑试验抗震方法规程[S]. 北京: 中国建筑工业出版社, 1997.

JGJ101-1996 Specification of Testing Methods for Earthquake Resistant Building[S]. Beijing: China Architecture & Building Press, 1997.

[9] JGJ99-2012 高层民用建筑钢结构技术规程[S]. 北京: 中国建筑工业出版社, 2012.

JGJ99-2012 Technical Specification for Steel Structure of Tall Building[S]. Beijing: China Architecture & Building Press, 2012.

[10] GB50011-2010 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010.

GB50011-2010 Code for seismic design of buildings[S]. Beijing: China Architecture & Building Press, 2010.

相似文献/References:

[1]郝际平,于金光,王先铁,等.半刚性节点钢框架-十字加劲钢板剪力墙结构的数值分析[J].西安建筑科技大学学报:自然科学版,2012,44(02):153.[doi:10.15986/j.1006-7930.2012.02.001]
 HAO Ji-ping,YU Jin-guang,WANG Xian-tie,et al.Numerical simulation of sheer walls of semi-rigid composite steel frame with stiffened steel plate[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2012,44(03):153.[doi:10.15986/j.1006-7930.2012.02.001]
[2]李 峰,许 军,李发山,等.偏心支撑式钢板剪力墙的抗震性能研究[J].西安建筑科技大学学报:自然科学版,2013,45(06):784.[doi:10.15986/j.1006-7930.2013.06.005]
 LI Feng,XU Jun,LI Fa-shan,et al.Investigation of the seismic performance of eccentrically braced steel plate shear walls[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(03):784.[doi:10.15986/j.1006-7930.2013.06.005]
[3]李 峰,李 慎,郭宏超,等.钢板剪力墙抗震性能的试验研究[J].西安建筑科技大学学报:自然科学版,2011,43(05):623.[doi:DOI :10.15986/j .1006-7930.2011.05.023]
 LI Feng,L I Shen,GUO Hong-chao,et al.Experimental investigation of seismic performanceof steel plate shear walls[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(03):623.[doi:DOI :10.15986/j .1006-7930.2011.05.023]
[4]郭宏超.半刚接钢框架-斜加劲钢板剪力墙结构体系抗震性能试验研究[J].西安建筑科技大学学报:自然科学版,2011,43(05):631.[doi:DOI :10.15986/j .1006-7930.2011.05.024]
 GUO Hong-chao,HAO J i-ping.Experimental study on seismic behavior of simi-rigid composite steelframe with diagonally stiffened steel plate shear walls system[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(03):631.[doi:DOI :10.15986/j .1006-7930.2011.05.024]

备注/Memo

备注/Memo:
收稿日期:2015-01-15   修改稿日期:2015-05-25
基金项目:国家自然科学青年基金项目(51408461);陕西省教育厅专项科研项目(14JK1395);西安建筑科技大学青年科技基金项目(QN1412)
作者简介:于金光(1985-),男,工学博士,讲师,主要研究钢结构基本理论和抗震性能.E-mail:yjggordon@163.com
更新日期/Last Update: 2015-09-01