[1]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):503-510.[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(04):503-510.[doi:10.15986/j.1006-7930.2015.04.008]
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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()
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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:
47
期数:
2015年04期
页码:
503-510
栏目:
出版日期:
2015-08-31

文章信息/Info

Title:
Study on the seismic behavior of concrete-filled square steel tubular frame-thin steel plate shear walls with diagonal stiffeners
文章编号:
1006-7930(2015)04-0503-8
作者:
王先铁; 刘立达; 高娅静; 马尤苏夫; 周清汉
西安建筑科技大学土木工程学院，陕西 西安 710055
Author(s):
WANG Xiantie;  LIU Lida;  GAO Yajing;  MA Yousufu;  ZHOU Qinghan
School of Civil Engineering, Xi′an Univ. of Arch. & Tech., Xi′an 710055, China
关键词:
方钢管混凝土框架; 薄钢板剪力墙; 斜十字加劲肋; 低周反复荷载试验; 抗震性能
Keywords:
 ; concrete-filled square steel tubular frame;  thin steel plate shear walls;  diagonal stiffeners;  cyclic quasi-static loading;  seismic behavior
分类号:
TU391
DOI:
10.15986/j.1006-7930.2015.04.008
文献标志码:
A
摘要:
对2 个单跨两层1:3 比例的方钢管混凝土框架-薄钢板剪力墙试件进行了低周反复荷载试验，研究了斜十字加劲薄钢板剪力墙的抗震性能，并与方钢管混凝土框架-非加劲薄钢板剪力墙进行比较．得到了方钢管混凝土框架-薄钢板剪力墙的荷载-位移滞回曲线、骨架曲线、特征荷载和位移及抗震性能指标，分析了结构的破坏特征、延性、耗能能力、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侧向刚度和承载力，良好的延性及耗能性能；斜十字加劲肋的设置提高了薄钢板剪力墙的强度和刚度，有效抑制了钢板墙的面外变形．方钢管混凝土竖向边缘构件保证了薄钢板剪力墙性能的充分发挥．
Abstract:
This paper presents the results of a research conducted on two 1/3 scaled one bay-two story test specimens designed as thin steel plate shear walls(SPSWs) within steel frames with concrete-filled square tube columns as their VBEs. One of the specimens is diagonally stiffened and the other one is an un-stiffened steel plate shear wall. Test is performed under cyclic quasi-static loading. The curves that characterize the structure’s seismic behavior are obtained including the displacement-loading hysteretic curves and skeleton curves. According to these curves, the failure patterns, ductility, energy dissipation, bearing capacity and degeneration of stiffness of this type structure were all analyzed in this paper. Experimental results show that the thin steel plate shear walls within steel frame with concrete-filled square tube columns exhibit high initial stiffness, behave in a ductile manner and dissipate significant amounts of hysteric energy. The diagonal stiffeners improve the stiffness of the structure and bearing capacity and these also reduce the out-of plane deflection. The VBEs made by concrete-filled square tube can provide sufficient rigidity to make sure the full use of the SPSWs.

参考文献/References:

 [1] JGJ 99-98. 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,1998.
JGJ 99-98. Technical specification for steel structure of tall buildings[S].Beijing: China Architecture & Building Press, 1998.
[2] 郭彦林, 董全利. 钢板剪力墙的发展与研究现状[J].钢结构, 2005, 20(77): 1-6.
GUO Yanlin, DONG Quanli. Research and application of steel plate shear wall in high-rise buildings [J]. Steel Construction, 2005, 20(77) :1-6.
[3] TAKAHASHI Y, TAKEMOTO T, et, al. Experimental study on thin steel shear walls and particular bracing under alternative horizontal load[R]. Preliminary Report IABSE, symp. On Resistance and Ultimate Deformability of Structures Acted on by Well-defined Repeated Loads, Lisbon, Plrtugal:185-191.
[4] 郭彦林, 周明. 各类钢板剪力墙结构性能及设计方法的最新研究进展[C]//第三届结构工程新进展国际论坛文集-钢结构研究和应用的新展.2009:358-396.
GUO Yanlin, ZHOU Ming. The latest progress in behavior and design on various types of steel plate shear walls[C]//the 3rd international forum on advances in structure engineering-advances in research and practice of steel structures, 2009:358-396.
[5] ASTANEH-ASL A. Seismic behavior and design of steel shear walls [C]//2001 SEOANC Seminar, Structural Engineers Assoc. of Northern California, Nov.7, 2001, San Francisco:1-18.
[6] DRIVER R G, KULAK G L. et al. Cyclic tests of four-story steel plate shear wall[J]. Journal of Structure Engineering, 1998, 124(2):112-120.
[7] Elgaaly M, CACCESE V, et al. Post-buckling behavior of steel plate shear walls under cyclic loads[J]. Journal of Structure Engineering, 1993, 119(2):588-605.
[8] 陈国栋, 郭彦林. 十字加劲钢板剪力墙的抗剪极限承载力[J]. 建筑结构学报, 2004, 25(1)：71-78.
CHEN Guodong, GUO Yanlin. Ultimate shear-carrying capacity of steel plate shear wall with cross stiffeners[J]. Journal of Building Structures, 2004, 25(1): 71-78.
[9] YONEZAWA H, MIAKAMI I, et al. Shear strength of plate girders with Diagonally stiffened webs[J]. Trans. Jpn. Soc. Civ. Eng. Vol. 10.
[10] 陈国栋, 郭彦林. 钢板剪力墙结构滞回性能理论研究[C]//第十七届全国高层建筑结构学术会议论文. 2002,410-416.
CHEN Guodong, GUO Yanlin. Research on energy dissipation of SPSW [C]//The 17th National High-Rise Buildings Conference, 2002:410-416.
[11] 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 Structures, 2004,25(2):19-26.
[12] ERFAN A, FARIBORZ N, Experimental study of diagonally stiffened steel plate shear walls. Journal of Structural Engineering, 2013, 139(11):1795-2048.
[13] 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. 西安建筑科技大学学报(自然科学版)[J]. 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.
[14] 荣柏生，李盛勇，陈洪涛等. 中国高层建筑中钢管混凝土柱的应用与展望[J]. 建筑结构,2009, 39（9）33-38.
Rong Baisheng, Li Shengyong, Chen Hongtao, et al. Application and future perspective of concrete fill steel tube column in tall buildings [J]. Building Structure, 2009, 39(9):33-38. [15] 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.
[16] 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.
JGJ101-96. Specificating of testing methods for earthquake resistant building[S]. China Architecture & Building Press, 1997.
[17] 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.
[18] 熊仲明，王社良. 土木工程结构试验[M]. 北京：中国建筑工业出版社，2006.
XIONG Zhongming, WANG Sheliang. Testing for civil engineering structure[M]. China Architecture & Building Press, 2006.

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备注/Memo

备注/Memo:
收稿日期：2014-12-17 修改稿日期：2015-08-11
基金项目：国家自然科学基金项目(51108369)；陕西省青年科技新星项目(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，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: 2015-10-30