• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 56 Issue 3
Jun.  2021
Turn off MathJax
Article Contents
ZHOU Linli, TAN Ping, TENG Xiaofei. Lateral Performance of Semicircular Corrugated Steel Plate Shear Wall with Edge Stiffeners[J]. Journal of Southwest Jiaotong University, 2021, 56(3): 550-557. doi: 10.3969/j.issn.0258-2724.20190319
Citation: ZHOU Linli, TAN Ping, TENG Xiaofei. Lateral Performance of Semicircular Corrugated Steel Plate Shear Wall with Edge Stiffeners[J]. Journal of Southwest Jiaotong University, 2021, 56(3): 550-557. doi: 10.3969/j.issn.0258-2724.20190319

Lateral Performance of Semicircular Corrugated Steel Plate Shear Wall with Edge Stiffeners

doi: 10.3969/j.issn.0258-2724.20190319
  • Received Date: 23 Apr 2019
  • Rev Recd Date: 12 Jul 2019
  • Available Online: 18 Dec 2020
  • Publish Date: 15 Jun 2021
  • A semicircular corrugated steel plate shear wall with edge stiffeners (CSPSW) was proposed to improve the premature buckling and small out of plane stiffness of flat steel plate shear wall. Theoretical elastic initial stiffness and bearing capacity were derived according to the simplified mechanical model which based on the mechanical characteristics of the CSPSW, and the elastic buckling critical load formula of the proposed steel plate shear wall was also given. Elastic buckling analysis and nonlinear pushover analysis of 22 single-story CSPSW were carried out by using the finite element software ABAQUS, the validity of the theoretical formula was verified. The effects of various design parameters on the buckling performance and failure mode of CSPSW were investigated. The results show that the elastic buckling critical load and bearing capacity of the proposed CSPSW are much higher than the plain steel plate wall. The circular diameter and stiffener thickness ratio should meet the corresponding value requirements to ensure the overall buckling of CSPSW. With the increase of the span height ratio, the decrease of the depth-thickness ratio and the increase of the circular diameter, the elastic buckling critical load of CSPSW increases linearly. The rib width and rib thickness of the side stiffeners have little effect on the elastic buckling critical load of CSPSW. Yielding of the CSPSW prior to buckling under lateral load when the circular diameter is bigger than 30 mm. There are three failure modes of CSPSW, namely bending, bend-shearing, and forming “pleats” in the form of tensile bands.

     

  • loading
  • 张彬彬,曹万林,潘毅,等. 双向单排配筋T形剪力墙抗震性能试验研究[J]. 土木建筑与环境工程,2011,33(增刊1): 203-208.

    ZHANG Binbin, CAO Wanlin, PAN Yi, et al. Experimental study on seismic performance of T-shear wall structure with bidirectional single row of steel bars[J]. Journal of Civil Architectural and Environmental Engineering, 2011, 33(S1): 203-208.
    张彬彬,曹万林,张建伟,等. 双向单排配筋Z形剪力墙抗震性能试验研究[J]. 工程抗震与加固改造,2011,33(5): 45-52. doi: 10.3969/j.issn.1002-8412.2011.05.008

    ZHANG Binbin, CAO Wanlin, ZHANG Jianwei, et al. Experimental study on seismic performance of Z-shear wall structure with bidirectional single row of steel bars[J]. Earthquake Resistant Engineering and Retrofitting, 2011, 33(5): 45-52. doi: 10.3969/j.issn.1002-8412.2011.05.008
    American Institute of Steel Construction. Specification for structural steel buildings: ANSI/AISC360-10[S]. Chicago: [s.n.], 2010.
    BERMAN J, BRUNEAU M. Plastic analysis and design of steel plate shear walls[J]. Journal of structural Engineering, 2003, 129(11): 1448-1456.
    张哲,李国强,孙飞飞. 波纹腹板钢梁受弯稳定性研究[J]. 工程力学,2011,28(8): 77-82.

    ZHANG Zhe, LI Guoqiang, SUN Feifei. Research on flexural stability of the H-beams with corrugated webs[J]. Engineering Mechanics, 2011, 28(8): 77-82.
    李国强,范昕,孙飞飞,等. 波纹腹板H型钢梁柱铰接节点静力性能试验研究及有限元分析[J]. 建筑结构学报,2013,34(4): 107-114.

    LI Guoqiang, FAN xin, SUN Feifei, et al. Investigation of static behavior of pinned connections of H-beams with corrugated webs[J]. Journal of Building Structures, 2013, 34(4): 107-114.
    清华大学, 巴特勒(上海)有限公司. 波浪腹板钢结构应用技术规程: CECS290—2011[S]. 北京: 中国计划出版社, 2011.
    中国建筑标准设计研究院有限公司. 门式刚架轻型房屋钢结构技术规范: GB 51022—2015[S]. 北京: 中国建筑工业出版社, 2015.
    BOTROS R B G. Nonlinear finite element analysis of corrugated steel plate shear walls[R]. Calgary: University of Calgary, 2006.
    兰银娟. 折板钢板剪力墙抗侧力结构理论研究[D]. 西安: 西安建筑科技大学, 2006.
    李峰,薛港,问晓朋,等. 斜置单层折板钢板剪力墙的屈曲分析[J]. 水利与建筑工程学报,2011,9(4): 89-92. doi: 10.3969/j.issn.1672-1144.2011.04.021

    LI Feng, XUE Gang, WEN Xiaopeng, et al. Elastic buckling analysis for inclined and single fold plate steel shear wall[J]. Journal of Water Resources and Architectural Engineering, 2011, 9(4): 89-92. doi: 10.3969/j.issn.1672-1144.2011.04.021
    EMAMI F, MOFID M, VAFAI A. Experimental study on cyclic behavior of trapezoidally corrugated steel shear walls[J]. Engineering Structures, 2013, 48: 750-762.
    魏瑶,谭平,李洋,等. 侧边加劲波纹钢板墙弹性剪切屈曲分析[J]. 地震工程与工程振动,2015,35(3): 199-209.

    WEI Yao, TAN Ping, LI Yang, et al. Elastic shear buckling analysis of corrugated steel plate wall with edge stiffeners[J]. Earthquake Engineering and Engineering Dynamics, 2015, 35(3): 199-209.
    谭平,魏瑶,李洋,等. 波纹钢板剪力墙抗震性能试验研究[J]. 土木工程学报,2018,51(5): 8-15.

    TAN Ping, WEI Yao, LI Yang, et al. Experimental investigation on performance of corrugated steel plate shear wall[J]. China Civil Engineering Journal, 2018, 51(5): 8-15.
    孙军浩. 波纹钢板剪力墙的抗侧及抗震性能研究[D]. 天津: 天津大学, 2016.
    赵秋红,李楠,孙军浩. 波纹钢板剪力墙结构的抗侧性能分析[J]. 天津大学学报(自然科学与工程技术版),2016,49(增刊1): 152-160.

    ZHAO Qiuhong, LI Nan, SUN Junhao. Analysis on lateral performance of sinusoidally corrugated steel plate shear walls[J]. Journal of Tianjin University (Science and Technology), 2016, 49(S1): 152-160.
    王威,张龙旭,苏三庆,等. 波形钢板剪力墙抗震性能试验研究[J]. 建筑结构学报,2018,39(5): 36-44.

    WANG Wei, ZHANG Longxu, SU Sanqing, et al. Experimental research on seismic behavior of corrugated steel plate shear wall[J]. Journal of Building Structures, 2018, 39(5): 36-44.
    郭彦林, 童精中, 姜子钦. 波形腹板钢结构设计原理与应用[M]. 北京: 科学出版社, 2015: 15-34.
    龙驭球, 包世华. 结构力学[M]. 北京: 高等教育出版社, 2001: 10-26.
    孙训方, 方孝淑, 关来泰. 材料力学[M]. 5版. 北京: 高等教育出版社, 2009: 5-21.
    哈尔滨工业大学. 钢板剪力墙技术规程: JGJ/T 380—2015[S]. 北京: 中国建筑工业出版社, 2016.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(7)  / Tables(1)

    Article views(468) PDF downloads(15) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return