[1]于金光,贺 迪,王雪军,等.密肋网格约束型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),2018,50(05):682-0687,0748.[doi:10.15986/j.1006-7930.2018.05.010]
 YU Jinguang,HE Di,WANG Xuejun,et al.Experimental study on seismic behavior of ribbed grid restrained steel plate shear wall structure[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2018,50(05):682-0687,0748.[doi:10.15986/j.1006-7930.2018.05.010]
点击复制

密肋网格约束型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:
50
期数:
2018年05期
页码:
682-0687,0748
栏目:
出版日期:
2018-10-28

文章信息/Info

Title:
Experimental study on seismic behavior of ribbed grid restrained steel plate shear wall structure
文章编号:
1006-7930(2018)05-0682-06
作者:
于金光贺 迪王雪军郝际平冯啸天
(西安建筑科技大学 土木工程学院,陕西 西安 710055)
Author(s):
YU Jinguang HE Di WANG Xuejun HAO Jiping FENG Xiaotian
(School of Civil Engineering, Xi’an Univ of Arch & Tech, Xi’an 710055, China)
关键词:
于金光贺 迪王雪军郝际平冯啸天
Keywords:
steel plate shear wall structure ribbed grid constraints quasi-static test seismic behavior
分类号:
TU391
DOI:
10.15986/j.1006-7930.2018.05.010
文献标志码:
A
摘要:
为研究密肋网格约束型钢板剪力墙结构的抗震性能,通过一榀密肋网格约束型钢板剪力墙结构的拟静力试验研究,获取了结构的滞回曲线、骨架曲线及各阶段荷载和位移值,分析了结构的破坏模式、耗能能力、承载能力、刚度和延性等抗震性能指标。试验结果表明:密肋格板把钢板分成小区格板件,减小了墙板的高厚比,避免了滞回环体的捏缩现象和墙板的呼吸效应,降低了边框柱的破坏程度,有效规避了薄板墙的声响和震颤现象,墙板变形以小区格板件的局部屈曲为主。
Abstract:
In order to study the behavior of semi-rigid connection steel frame with ribbed grid restrained steel plate shear wall structure, a one third scale, one-bay and three-story experimental specimen of steel frame with ribbed grid restrained steel plate shear wall was tested under the quasi-static loading to determine some seismic properties, including the failure mode, hysteretic behavior, ductility, energy dissipation. The results show that the specimen exhibited excellent energy dissipation capacity and great safety margin; the cooperative work between the frame and the steel plate shear wall was well. Ribbed grid restrains divided the steel plate into the cells, further reducing height-thickness ratios and lessening the noise and tremor of panels. The application of ribbed grid members also can improve the shrinkage of the hysteretic loop

参考文献/References:

参考文献 References[1] THORBURN L J, Kulak G L, et al. Analysis of steel plate shear walls[R]. Edmonton:Structural Engineering Rep. No.107. Dept of Civil Engineering, University of Alberta, Canada, 1983.[2] 于金光,郝际平.半刚性连接钢框架—非加劲钢板剪力墙结构性能研究[J].土木工程学报,2012,45(8):74-82.YU Jinguang, HAO Jiping. Study on the behavior of semi-rigid connection sheet frames with unstiffened steel plate shear wall structure[J]. China Civil Engineering Journal, 2012, 45(8): 74-82.[3] 聂建国,朱力,樊建生等.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 Structures, 2013, 34(1): 64-69.[4] LUBELL A S, HELMUT G L, et al. Unstiffened steel plate shear wall performance under cyclic loading[J]. Journal of structural Engineering, 2000, 126(4): 453-460.[5] TAKANASHI Y, TAKEMOTO T, TAGAKI M. Experimental study on thin steel shear walls and particular bracing under alternative horizontal load[C]// Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads. Portugal: 1973.[6] 郭彦林, 陈国栋, 缪友武. 加劲钢板剪力墙弹性抗剪屈曲性能研究[J]. 工程力学, 2006, 23(2): 84-91, 59. GUO Yanlin, CHEN Guodong, MIAO Youwu. Elastic buckling behavior of steel plate shear wall with cross or diagonal stiffeners [J]. Engineering Mechanics, 2006, 23(2): 84-91, 59. [7] SABOURI-GHOMI S, SAJJADI S R A. Experimental and theoretical studies of steel shear walls with and without stiffeners [J]. Journal of Constructional Steel Research, 2012, 75(7):152-159.[8] 赵伟,杨强跃,童根树.钢板剪力墙加劲肋刚度及弹性临界应力研究[J].工程力学,2010,27(6):15-23. ZHAO Wei, YANG Qiangyue, TONG Genshu. Stiffener stiffness and elastic buckling stress of steel plate shear wall [J]. Engineering Mechanics, 2010, 27(6): 15-23.[9] 郭彦林,董全利,周明.防屈曲钢板剪力墙滞回性能理论与试验研究[J],建筑结构学报,2009,30(1):31-47.GUO Yanlin, DONG Quanli, ZHOU Ming. Tests and analysis on hysteretic behavior of buckling-restrained steel plate shear wall[J]. Journal of Building Structures, 2009, 30(1): 31-47.[10] 钢铁研究总院. 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.CENTRAL IRON & STEEL RESEARCH INSTITUTE. GB/T228.1-2010 Metallic materials: tensile testing at ambient temper- -ature[S]. Beijing: China Standards Press, 2010.[11] 钢铁研究总院. 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.CENTRAL IRON & STEEL RESEARCH INSTITUTE. GB/T2975-1998 Steel and steel products: location and preparation of test pieces for mechanical testing[S]. Beijing: China Standards Press, 1998.[12] 中国建筑科学研究院. JGJ 101-2015 建筑抗震试验方法规程[S].北京:中国建筑工业出版社,2015.China Academy of Building Research. JGJ 101-1996 Specification of testing methods for earthquake resistant building[S]. Beijing: China Architecture & Building Press, 2015.[13] 中国建筑科学研究院. GB 50011-2010 建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.China Academy of Building Research. GB 50011-2010 Code for seismic design of buildings[S]. Beijing: China Architecture & Building Press, 2010.

备注/Memo

备注/Memo:
收稿日期:2016-11-07 ;修改日期:2018-08-30基金项目:国家自然科学基金项目(51408461、51578442);国家重点研发计划资助项目(2016YFC0701201);陕西省教育厅专项科研项目(17JK0438);陕西省自然科学基础研究计划(2017JQ5064)作者简介:于金光(1985-)E-mail:yjggordon@163.com
更新日期/Last Update: 2018-11-21