[1]郝际平,申新波,房 晨.半刚性框架-密肋防屈曲钢板剪力墙试验研究及数值模拟[J].西安建筑科技大学学报：自然版,2016,48(01):10-17.[doi:10.15986/j.1006-7930.2016.01.002]
　HAO Jiping,SHEN Xinbo,FANG Chen. Experimental investigation and numerical simulation of a semi-rigid connection steel frame with buckling restrained steel plate shear wall using grid-stiffeners[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2016,48(01):10-17.[doi:10.15986/j.1006-7930.2016.01.002]
点击复制

半刚性框架-密肋防屈曲钢板剪力墙试验研究及数值模拟()
分享到：

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:
10-17
栏目:
出版日期:
2016-02-28

文章信息/Info

Title:
 Experimental investigation and numerical simulation of a semi-rigid connection steel frame with buckling restrained steel plate shear wall using grid-stiffeners
文章编号:
1006-7930(2016)01-0010-08
作者:
 郝际平; 申新波; 房 晨
 西安建筑科技大学土木工程学院，陕西 西安
Author(s):
HAO Jiping;  SHEN Xinbo;  FANG Chen
 School of Civil Engineering, Xi′an Univ. of Arch. & Tech., Xi′an 710055,China
关键词:
 ; 半刚性框架;  密肋防屈曲钢板剪力墙; 弹性屈曲; 滞回曲线; 有限元数值模拟(FEM); 耗能性能
Keywords:
semi-rigid connection with buckling restrained steel plate shear wall using grid-stiffeners;  elastic buckling;  hysteresis curves;  finite element analytical model(FEM);  energy dissipation ability
分类号:
TU392.4
DOI:
10.15986/j.1006-7930.2016.01.002
文献标志码:
A
摘要:
 提出了一种半刚性框架-密肋防屈曲钢板剪力墙，并对该结构进行了低周反复试验，研究了其滞回曲线、骨架曲线、延性及耗能性能．试验结果表明该结构具有较高的抗侧刚度、承载力和稳定的耗能能力．并在试验研究的基础上，通过ABAQUS对该结构进行了有限元模拟，在承载力、层间位移、破坏形式等方面与试验结果吻合较好．并且通过有限元模拟了非加劲、加劲板的弹性屈曲荷载，其模拟结果与理论值、《高层民用建筑钢结构技术规程》规定值接近，表明密肋的设置有效地避免了内填板的整体屈曲，保证了内填板剪切屈服先于弹性屈曲．该研究为其理论分析和工程应用提供了依据．
Abstract:
This paper presents a semi-rigid connection with buckling restrained steel plate shear wall (BR-SPSW) using grid-stiffeners. Hysteresis curves, skeleton curves, ductility and energy dissipation of the structure are discussed by the low cyclic test, and the test results show that this structure has high elastic lateral stiffness, bearing capacity and stable energy dissipation ability. Based on the experiment, these results have also been analyzed by using ABAQUS, and the aspects such as bearing capacity, story drift and failure mode of the structure have better tally with test results. The elastic buckling loads of unstiffened plates and stiffened plates have also been simulated by finite element model, and the simulation results are consistent with the theoretical values and the specified values of technical specification for steel structure of tall buildings, which indicate that the setting of grid-stiffeners can effectively avoid the overall buckling of infill plates and guarantee the shear yield precede the elastic buckling. In the end, the research provides a basis for theoretical analyses and engineering applications of the structural system.

参考文献/References:

[1] 陈国栋. 钢板剪力墙结构性能研究[D].北京: 清华大学, 2002.
CHEN Guodong. The investigation to structural behavior of steel plate shear walls[D]. Beijing: Tsinghua University, 2002.
[2] BASLER K. Strength of plate girders in shear[J]. Journal of Structural Division. ASCE,1961,87(7):151-180.
[3] PORTER D M, ROEKEY K C, EVANS H R. The colapse behavior of plate girders loaded in shear[J]. Structural engineer, 1975,53(8):313-325.
[4] 高层民用建筑钢结构技术规程: JGJ99-1998[S]. 北京:中国建筑工业出版社,1998.
Technical specification for steel structure of tall buildings: JGJ99-1998 [S].Beijing: China Architecture＆Building Press,1998.
[5] TAKAHASH T, TAKEMOTO Y, TAKED T, et al. Experimental study on thin steel shear walls and Particular bracings under alternative horizontal load[C]// International Association for Bridge and Structural Engineering, Lisbon, Portugal, 1973:185-191.
[6] KULAK G L. Behavior of steel plate shear walls [C]// Proceeding of the AISC International Engineering Sy-mposium in Structural Steel, Canada, 1985: 873- 884.
[7] ElGALY M, LIU Y. Analysis of thin steel plate shear walls[J]. Journal of Structural Engineering, ASCE, 1997, 123(11):1487-1496.
[8] 王迎春, 郝际平, 李峰, 等. 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),2007,39(2): 181- 186.
WANG Yingchun, HAO Jiping, LI Feng, et al. Study on mechanical property of steel plate shear walls[J]. Journal of Xi′an Univ. of Arch. & Tech.(Natural Science Edition), 2007, 39(2): 181-186.
[9] 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.
[10] 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]. 地震工程与工程震动, 2011,31(5): 84-90.
YU Jinguang, HAO Jiping. Experimental study on seismic behavior of double web-angle connected steel frame-unstiffened thin steel plate shear wall structure[J]. Earthquake Engineering and Engineering Dynamics, 2011,31(5):84-90.
[11] 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 wall[J]. Journal of Building Structures,2013,34(1):61- 69.
[12] 郭彦林, 周明. 钢板剪力墙的分类及性能[J]. 建筑科学与工程学报,2009,26(3):1-13.
GUO Yanlin, ZHOU Ming. Categorization and performance of steel plate shear wall[J]. Journal of Architecture and Civil Engineering, 2009,26(3):1-13.
[13] 刘春, 郝际平, 黄育琪, 等.半刚性框架-大高宽比钢板剪力墙抗震性能研究[J]. 钢结构,2014,29(2): 5-8.
LIU Chun, HAO Jiping, HUANG Yuqi, et al. Research on seismic behavior of Steel Plate Shear Walls with semi-rigid connection frame and large aspect ratio[J]. Steel Structure, 2014, 29(2): 5-8.
[14] 郭彦林, 周明, 董全利. 防屈曲钢板剪力墙弹塑性抗剪极限承载力与滞回性能研究[J]. 工程力学, 2009,26(2): 108-114.
GUO Yanlin, ZHOU Ming, DONG Quanli. Hysteretic behavior of buckling-restrained steel plate shear wall[J]. Engineering Mechanics, 2009, 26(2):108-114.
[15] 陈骥. 钢结构稳定理论与设计(第五版)[M]. 北京:科学出版社,2011.
CHEN Ji. Stability of steel structures theory and design 5th ed[M]. Beijing: Science Press, 2011.
[16] BRUSH D O, ALMROTH B O. Buckling of bars, plates and shells[M]. New York: McGraw-Hill, 1975:94-102.
[17] BLEICH F. Buckling strength of metal structures[M]. New York: McGraw-Hill, 1952.
[18] 陈惠发. 钢框架稳定设计[M].上海:世界图书出版社, 1991.
CHEN Huifa. Stability design of steel frames[M]. Shanghai: CRC Press, 1991.
[19] 王萌, 杨维国. 薄钢板剪力墙结构滞回行为研究[J]. 建筑结构学报,2015,36(1): 68-77.
WANG Meng, YANG Weiguo. Hysteretic behavior study of thin plate shear wall structures[J]. Journal of Building Structures,2015, 36(1):68-77.

相似文献/References:

[1]白成军、,吴 葱,狄亚静.基于材份制的文物建筑测绘精度分析[J].西安建筑科技大学学报：自然版,2015,47(04):560.[doi:10.15986/j.1006-7930.2015.04.017]
　BAI Chengjun,WU Cong,DI Yajing.Surveying and mapping of cultural relic building based on the material system accuracy analysis[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2015,47(01):560.[doi:10.15986/j.1006-7930.2015.04.017]
[2]郝 玲,李子萍,李志民.安全视野下中小学校校园入口交通组织规划研究[J].西安建筑科技大学学报：自然版,2015,47(04):587.[doi:10.15986/j.1006-7930.2015.04.022]
　HAO Ling,LI Ziping,LI Zhimin.Research on the traffic organization planning of urban primary and middle school campus in the perspective of security[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2015,47(01):587.[doi:10.15986/j.1006-7930.2015.04.022]
[3]陈延信１,２,施寿芬１,等.外循环式高固气比分解炉气相流场的数值模拟[J].西安建筑科技大学学报：自然版,2011,43(01):48.[doi:DOI:10.15986/j.1006-7930.2011.01.004]
　,,et al.Ｔｈｅ　ｎｕｍｅｒｉｃａｌ　ｓｉｍｕｌａｔｉｏｎ　ｏｆ　ｆｌｏｗ－ｆｉｅｌｄｉｎ　ｈｉｇｈ　ｓｏｌｉｄ　ｔｏ　ｇａｓ　ｒａｔｉｏｎ　ｅｘｔｅｒｎａｌ　ｃｉｒｃｕｌａｔｉｎｇ　ｐｒｅｃａｌｃｉｎｅｒ[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(01):48.[doi:DOI:10.15986/j.1006-7930.2011.01.004]
[4]王　琰１,２,李志民１,等.大学整体化教学楼群的概念及建构研究[J].西安建筑科技大学学报：自然版,2011,43(01):85.[doi:DOI:10.15986/j.1006-7930.2011.01.023]
　,,et al.Ｃｏｎｃｅｐｔｉｏｎ　ａｎａｌｙｓｉｓ　ａｎｄ　ｃｏｎｓｔｒｕｃｔｉｏｎ　ｍｏｄｅ　ｓｔｕｄｙｏｎ　ｈｏｌｉｓｔｉｃ　ｃｌａｓｓｒｏｏｍ　ｂｕｉｌｄｉｎｇ　ｇｒｏｕｐ　ｏｎ　ｕｎｉｖｅｒｓｉｔｙ　ｃａｍｐｕｓ[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(01):85.[doi:DOI:10.15986/j.1006-7930.2011.01.023]
[5]方永恒,许　晶.产业集群系统协同演化动力模型研究[J].西安建筑科技大学学报：自然版,2011,43(01):113.[doi:DOI:10.15986/j.1006-7930.2011.01.010]
　.Ｄｙｎａｍｉｃ　ｍｏｄｅｌ　ｏｆ　ｃｏｌｌａｂｏｒａｔｉｖｅ　ｅｖｏｌｕｔｉｏｎ　ｏｆ　ｉｎｄｕｓｔｒｉａｌ　ｃｌｕｓｔｅｒ[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(01):113.[doi:DOI:10.15986/j.1006-7930.2011.01.010]
[6]徐　捷.大型振动台基础大体积混凝土防止裂缝产生的质量控制措施[J].西安建筑科技大学学报：自然版,2011,43(01):131.[doi:DOI:10.15986/j.1006-7930.2011.01.027]
　Ｑｕａｌｉｔｙ　ｃｏｎｔｒｏｌ　ｍｅａｓｕｒｅｓ　ｐｒｅｖｅｎｔｉｎｇ　ｃｒａｃｋｓ　ｉｎ　ｍａｓｓ　ｃｏｎｃｒｅｔｅｆｏｕｎｄａｔｉｏｎ　ｏｆ　ｌａｒｇｅ　ｓｃａｌｅ　ｓｈａｋｉｎｇ　ｔａｂｌ[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(01):131.[doi:DOI:10.15986/j.1006-7930.2011.01.027]
[7]宋　宏,刘晓君,胡　振.地铁对沿线住宅户型面积影响的实证分析[J].西安建筑科技大学学报：自然版,2011,43(02):237.[doi:DOI :10.15986/j .1006-7930.2011.02.023]
　SONG Hong,L IU X iao-jun,HU Zhen.The substantial evidence analysis of the influence of Xi′an of metro on the distribution of flat design[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(01):237.[doi:DOI :10.15986/j .1006-7930.2011.02.023]
[8]黄　义,等.刚体位移的补充方法及对壳单元有限元解的影响分析[J].西安建筑科技大学学报：自然版,2011,43(03):305.[doi:DOI :10.15986/j .1006-7930.2011.03.001]
　HUANG Yi,DAN Yong,et al.A method of adding rigid body displacements and the analysisof convergence in shell element[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(01):305.[doi:DOI :10.15986/j .1006-7930.2011.03.001]
[9]崔晓玲,等.带端柱高性能混凝土剪力墙承载力分析[J].西安建筑科技大学学报：自然版,2011,43(03):367.[doi:DOI :10.15986/j .1006-7930.2011.03.020]
　CUI X iao-l ing,LIA NG Xing-wen,et al.Loading capacity of high performance concrete shear wall with end columns[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(01):367.[doi:DOI :10.15986/j .1006-7930.2011.03.020]
[10]张　雄,鲁　辉,张永娟,等.矿渣活性激发方式的研究进展[J].西安建筑科技大学学报：自然版,2011,43(03):379.[doi:DOI :10.15986/j .1006-7930.2011.03.003]
　Z HANG X iong,LU Hui,Z H AN GYong-juan,et al.Research progress of slag activation[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(01):379.[doi:DOI :10.15986/j .1006-7930.2011.03.003]

备注/Memo

备注/Memo:
收稿日期：2015-05-11 修改稿日期：2016-02-09
基金项目：国家自然科学基金项目(51178381)
作者简介：郝际平(1959－)，男，教授，博士生导师，主要从事钢结构研究和教学工作．E-mail: haojiping@xauat.edu.cn
更新日期/Last Update: 2016-04-01