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密肋防屈曲钢板剪力墙低周反复荷载试验研究

DOI: 10.13197/j.eeev.2015.06.114.haojp.016, PP. 114-120

Keywords: 防屈曲钢板剪力墙,滞回曲线,骨架曲线,耗能性能,低周反复荷载

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Abstract:

通过对一榀密肋防屈曲钢板剪力墙在水平低周反复荷载作用下的试验,研究了该结构的初始刚度、滞回曲线、骨架曲线、延性和耗能性能。试验结果表明内填板与两侧网格密肋通过螺栓连接,减缓了内填钢板的初始几何缺陷;与普通薄钢板剪力墙相比,降低了对边框柱抗弯刚度的要求;网格密肋的设置有效地避免了内填钢板的整体屈曲,减小了试验过程中的面外变形;提高了墙体的初始刚度和弹性屈曲荷载;改善了滞回曲线的"捏缩"现象。密肋防屈曲钢板剪力墙具有较大的抗侧刚度和稳定的耗能能力,是一种非常适用于高烈度抗震设防区的抗侧力构件。该研究为其理论分析和工程应用提供了依据。

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.(in Chinese)
[2]  JGJ 99-1998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 99-1998 Technical Specification for Steel Structure of Tall Buildings[S]. Beijing:China Architecture&Building Press, 1998.(in Chinese)
[3]  Thorburn L J, Kulak G L, Montgomery C J. Analysis of steel plate shear walls[R]. Edmonton:University of Alberta, 1983.
[4]  Roberts T, Sabouri-Ghomi S. Hysteretic characteristics of unstiffened plate shear panels[J]. Thin Walled Structures, 1991, 12(2):145-162.
[5]  郭宏超,郝际平,李峰.半刚接框架-斜加劲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, 2011, 31(1):54-60. GUO Hongchao, HAO Jiping, LI Feng. Cyclic test of simi-rigid composite steel frame with diagonally stiffened steel plate shear walls[J].Earthquake Engineering and Engineering Dynamics, 2011, 31(1):54-60.(in Chinese)
[6]  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, 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 University of Architecture & Technology, 2007, 39(2):181-186.(in Chinese)
[7]  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.(in Chinese)
[8]  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.(in Chinese)
[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.(in Chinese)
[10]  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.(in Chinese)
[11]  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.(in Chinese)
[12]  GB/T228.1-2010金属材料拉伸试验第1部分:室温试验方法[S].北京:中国标准出版社, 2010. GB/T228.1-2010 Metallic Materials-Tensile testing-Part 1:Method of Test at Room Temperature[S]. Beijing:Standards Press of China, 2010.(in Chinese)
[13]  GB/T2975-1998钢及钢产品力学性能试验取样位置及试验制备[S].北京:中国标准出版社, 1999. GB/T2975-1998 Steel and Steel Products Location and Preparation of Testing Methods for Earthquake Resistant Building[S]. Beijing:Standards Press of China’ 1999.(in Chinese)
[14]  JGJ 101-1996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.(in Chinese)

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