[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,2015,47(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,2015,47(03):333-340.[doi:10.15986/j.1006-7930.2015.03.005]
点击复制

方钢管混凝土框架-单侧开洞薄钢板剪力墙滞回性能研究()
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:
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.

参考文献/References:

[1] 陈国栋, 郭彦林, 范珍, 等. 钢板剪力墙低周反复荷载试验研究[J]. 建筑结构学报, 2004, 25(2): 19-26.

CHEN Guodong, GUO Yanlin, FAN Zhen, et al. Cyclic test of steel plate shear walls[J]. Journal of Building Structure, 2004, 25(2): 19-26.

[2] 郭彦林, 周明, 董全利, 等. 三类钢板剪力墙结构试验研究[J]. 建筑结构学报, 2011, 32(1): 17-29.

GUO Yanlin, ZHOU Ming, DONG Quanli, et al. Experimental study on three types of steel plate shear walls under cyclic loading[J]. Journal of Building Structure, 2011, 32(1): 17-29.

[3] PARK Hong-gun, KWACK Jae-hyuk, JEON Sang-woo. Framed steel plate wall behavior under cyclic lateral loading[J]. Journal of Structural Engineering[J]. 2007, 133(3): 378-388.

[4] 王先铁, 郝际平, 周观根, 等. 方钢管混凝土柱-钢梁平面框架抗震性能试验研究[J]. 建筑结构学报, 2010, 31(8): 8-14.

WANG Xiantie, HAO Jiping, ZHOU Guangen, et al. Experimental research on seismic behavior of concrete-filled square steel tube columns and steel beam planar frames[J]. Journal of Building Structure, 2010, 31(8): 8-14.

[5] 曹万林, 李刚, 张建伟, 等. 钢管混凝土边框不同高厚比钢板剪力墙抗震性能[J]. 北京工业大学学报, 2010, 36(8): 1059-1068.

CAO Wanlin, LI Gang, ZHANG Jianwei, et al. Seismic behavior of Steel-plate shear walls with concrete filled steel tube columns and different ratio of height to sectional thickness of the walls[J]. Journal of Beijing University of Technology, 2010, 36(8): 1059-1068.

[6] 李峰, 李慧, 李振敏, 等. 交叉加劲肋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: 自然科学版, 2009, 41(1): 57-62.

LI Feng, LI Hui, LI Zhenmin, et al. Cyclic test of diagonally stiffened steel plate shear wall[J]. Xi’an Univ. of Arch. & Tech.: Natural Science Edition, 2009, 41(1): 57-62.

[7] VIAN D, BRUNEAU M. Special perforated steel plate shear walls with reduced beam section anchor beam I[J]. Experimental Investigation, 2009, 135(3): 211-220.

[8] SABOURI-GHOMI S, AHOURIO E, AHOURIO, SAJADI R, et al. Stiffness and strength degradation of steel shear walls having an arbitrarily-located opening[J]. Journal of Constructional Steel Research, 2012, 79(12): 91-100.

[9] 郝际平, 曹春华, 王迎春, 等. 开洞薄钢板剪力墙低周反复荷载试验研究[J]. 地震工程与工程振动, 2009, 29(2): 79-85.

HAO Jiping, CAO Chunhua, WANG Yingchun, et al. Test on thin steel plate shear wall with opening under cyclic loading[J]. Journal of Earthquake Engineering and Engineering Vibration, 2009, 29(2): 79-85.

[10] 聂建国, 朱力, 樊健生, 等. 钢板剪力墙抗震性能试验研究[J]. 建筑结构学报, 2013, 34(1): 61-69.

NIE Jianguo, ZHU Li, FAN Jiansheng, et al. Experimental research on seismic behavior of steel plate shear walls[J]. Journal of Building Structure, 2013, 34(1): 61-69.

[11] 聂建国, 朱力, 樊健生, 等. 开洞加劲钢板剪力墙的抗侧承载力分析[J]. 建筑结构学报, 2013, 34(7): 79-88.

NIE Jianguo, ZHU Li, FAN Jiansheng, et al. Lateral force resistant capacity of stiffened steel plate shear walls with openings[J]. Journal of Building Structure, 2013, 34(7): 79-88.

[12] 朱力, 聂建国, 樊健生. 开洞加劲钢板剪力墙的抗侧刚度分析[J]. 工程力学, 2013, 30(9): 200-263.

ZHU Li, NIE Jianguo, FAN Jiansheng. Lateral stiffness of steel plate shear walls with openings[J]. Engineering Mechanics, 2013, 30(9): 200-263.

[13] 王先铁, 马尤苏夫, 郝际平, 等. 钢板剪力墙边缘构件的计算方法研究[J]. 工程力学, 2014, 31(8): 175-182.

WANG Xiantie, MA Yousufu, HAO Jiping, et al. Calculation methods for boundary elements in steel plate shear walls[J]. Engineering Mechanics, 2014, 31(8): 175-182.

[14] JGJ101-96 建筑抗震试验方法规程[S]. 北京: 中国建筑工业出版社, 1997.

JGJ 101-1996 Specification of testing methods for earthquake resistant building[S]. Beijing: China Architecture & Building Press, 1997.

[15] GB 50011-2010 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010.

GB 50011-2010 Code for seismic design of buildings[S]. Beijing: China Architecture & Building Press, 2010.

[16] 韩林海. 钢管混凝土结构—理论与实践[M]. 2 版. 北京: 科学出版社, 2007.

HAN Linhai. Concrete filled steel tubular structure theory and practice[M]. 2nd ed. Science Press, 2007.

[17] Dassault Systèmes Simulia Corp. ABAQUS Analysis User’s Manual Version 6. 10[M]. Providence, RI: Dassault Systèmes Simulia Corp., 2010.

[18] 李海广. 方钢管混凝土框架-单侧开洞薄钢板剪力墙的滞回性能及设计方法研究[D]. 西安: 西安建筑科技大学, 2014.

LI Haiguang. Study on hysteretic behavior and design method of concrete-filled square steel tubular frame-thin steel plate shear walls with single side openings[D]. Xi’an: Xi’an University of Architecture & Technology, 2014.

[19] CECS 159: 2004 矩形钢管混凝土结构技术规程[S]. 北京: 中国计划出版社, 2004.

CECS 159: 2004 Technical specification for structures with concrete-filled rectangular steel tube members[S]. Beijing: China Planning Press, 2004.

[20] ANSI/AISC 341-10. Seismic provisions for structural steel buildings[S]. Chicago, U. S. A.: American Institute of Steel Construction, 2010.

相似文献/References:

[1]王先铁,杨航东,王连坤,等.方钢管混凝土框架-两边连接薄钢板剪力墙 力学性能研究[J].西安建筑科技大学学报:自然科学版,2014,46(05):665.[doi:10.15986/j.1006-7930.2004.05.008]
　WANG Xiantie,YANG Hangdong,WANG Liankun,et al.Mechanical behavior study of concrete-filled square steel tubular frame-thin steel plate shear walls with two-side connections[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(03):665.[doi:10.15986/j.1006-7930.2004.05.008]
[2]王先铁,刘立达,高娅静,等.方钢管混凝土框架-斜加劲薄钢板剪力墙的抗震性能试验研究[J].西安建筑科技大学学报:自然科学版,2015,47(04):503.[doi:10.15986/j.1006-7930.2015.04.008]
　WANG Xiantie,LIU Lida,GAO Yajing,et al.Study on the seismic behavior of concrete-filled square steel tubular frame-thin steel plate shear walls with diagonal stiffeners[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(03):503.[doi:10.15986/j.1006-7930.2015.04.008]
[3]王先铁,储召文,杨航东,等.方钢管混凝土框架-两侧开洞薄钢板剪力墙的力学性能研究[J].西安建筑科技大学学报:自然科学版,2015,47(05):635.[doi:DOI: 10.15986/j.1006-7930.2015.05.005]
　WANG Xiantie,CHU Zhaowen,YANG Hangdong,et al.Study on the mechanical behavior of concrete-filled square steel tubularframe-thin steel plate shear walls with bilateral openings[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(03):635.[doi:DOI: 10.15986/j.1006-7930.2015.05.005]
[4]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:自然科学版,2016,48(01):63.[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(03):63.[doi:10.15986/j.1006-7930.2016.01.011]
[5]马尤苏夫,王先铁,刘立达,等.方钢管混凝土框架内置开洞薄钢板剪力墙抗震性能试验研究[J].西安建筑科技大学学报:自然科学版,2016,48(05):681.[doi:10.15986/j.1006-7930.2016.05.011]
　MA Yousufu,WANG Xiantie,LIU Lida,et al.Study on the seismic behavior of concrete-filled square steel tubular frame-thin steel plate shear wall with openings[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2016,48(03):681.[doi:10.15986/j.1006-7930.2016.05.011]
[6]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.[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.[doi:10.15986/j.1006-7930.2017.03.007]

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