配置不同水平钢筋的自适应分缝剪力墙受剪性能试验研究

初明进, 张庆池, 刘继良, 邱臻, 王琳, 谢天宇

初明进, 张庆池, 刘继良, 邱臻, 王琳, 谢天宇. 配置不同水平钢筋的自适应分缝剪力墙受剪性能试验研究[J]. 工程力学, 2018, 35(2): 214-220. DOI: 10.6052/j.issn.1000-4750.2016.10.0828
引用本文: 初明进, 张庆池, 刘继良, 邱臻, 王琳, 谢天宇. 配置不同水平钢筋的自适应分缝剪力墙受剪性能试验研究[J]. 工程力学, 2018, 35(2): 214-220. DOI: 10.6052/j.issn.1000-4750.2016.10.0828
CHU Ming-jin, ZHANG Qing-chi, LIU Ji-liang, QIU Zhen, WANG Lin, XIE Tian-yu. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF ADAPTIVE-SLIT SHEAR WALLS WITH DIFFERENT HORIZONTAL REINFORCEMENTS[J]. Engineering Mechanics, 2018, 35(2): 214-220. DOI: 10.6052/j.issn.1000-4750.2016.10.0828
Citation: CHU Ming-jin, ZHANG Qing-chi, LIU Ji-liang, QIU Zhen, WANG Lin, XIE Tian-yu. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF ADAPTIVE-SLIT SHEAR WALLS WITH DIFFERENT HORIZONTAL REINFORCEMENTS[J]. Engineering Mechanics, 2018, 35(2): 214-220. DOI: 10.6052/j.issn.1000-4750.2016.10.0828

配置不同水平钢筋的自适应分缝剪力墙受剪性能试验研究

基金项目: 国家自然科学基金项目(51508490;51778034)
详细信息
    作者简介:

    初明进(1973―),男,山东烟台人,教授,博士,主要从事新型结构与新材料结构研究(E-mail:housind@126.com);张庆池(1990―),男,山东济宁人,硕士生,主要从事新型结构与新材料结构研究(E-mail:chizq0725@126.com);邱臻(1992―),女,山东烟台人,硕士生,主要从事新型结构与新材料结构研究(E-mail:qiuzhen1027@126.com);王琳(1991―),女,山东滨州人,硕士生,主要从事新型结构与新材料结构研究(E-mail:wanglin123666@126.com);谢天宇(1993―),男,河南焦作人,硕士生,主要从事新型结构与新材料结构研究(E-mail:ytuxty@163.com).

    通讯作者:

    刘继良(1988―),男,山东菏泽人,实验师,硕士,主要从事新型结构与新材料结构研究(E-mail:lianglju@163.com).

  • 中图分类号: TU398+.2

EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF ADAPTIVE-SLIT SHEAR WALLS WITH DIFFERENT HORIZONTAL REINFORCEMENTS

  • 摘要: 进行了3个配置不同水平分布钢筋的自适应分缝剪力墙的拟静力试验,研究了墙体的破坏过程和破坏形态,分析了水平钢筋配筋量对墙体受力性能的影响。结果表明:墙体内部设置型钢可改变墙体的破坏形态,使墙体表现出自适应分缝特性,避免发生脆性破坏;水平钢筋配筋量影响墙体裂缝开展;增加水平钢筋配筋量提高了墙体的受剪承载力、屈服位移角和峰值位移角,但耗能能力有所降低;现行规范中的剪力墙受剪承载力计算公式可用于计算自适应分缝剪力墙。
    Abstract: Based on pseudo-static tests of three adaptive slit shear walls with different horizontal reinforcements, the failure process and modes of the shear walls were discussed. Meanwhile, the effects of horizontal steel bars on the performance of adaptive slit shear walls were analyzed. The result shows that the failure mode can be changed by configuring cold-formed steel in the shear walls to avoid brittle fracture, and the shear walls exhibit adaptive slit performance. In the paper, the amount of horizontal steel bars can affect the crack development. The paper also proves that as the horizontal reinforcement increases, the shear capacity, yield displacement angle and peak displacement angle are also improved, but the energy dissipation capacity is reduced. The formulas of shear capacity for shear walls in current codes and standards are suitable for the adaptive slit shear walls.
  • [1] 清华大学, 西南交通大学, 重庆大学, 等. 汶川地震建筑震害分析及设计对策[M]. 北京: 中国建筑工业出版社, 2009: 191-212. Tsinghua University, Southwest Jiaotong University, Chongqing University, et al. Analysis on seismic damage of buildings and strategy in the Wenchuan earthquake[M]. Beijing: China Architecture & Building Press, 2009: 191-212. (in Chinese)
    [2] Miranda E, Mosqueda G, Retamales R, et al. Performance of nonstructural components during the 27 February 2010 Chile earthquake [J]. Earthquake Spectra, 2012, 28(Suppl 1): S453-S471.
    [3] Cole G L, Dhakal R P, Turner F M. Building pounding damage observed in the 2011 Christchurch earthquake[J]. Earthquake Engineering & Structural Dynamics, 2012, 41(5): 893-913.
    [4] Paulay T, Priestley M J N, Synge A J. Ductility in earthquake squat shear walls [J]. ACI Journal, 1982, 79(4): 257-269.
    [5] Paulay T, Priestly M J N. Seismic design of reinforced concrete and masonary buildings [M]. New York: John Wiley & Sons, 1992: 47-94.
    [6] 张建伟, 杨兴民, 曹万林, 等. 带斜筋单排配筋低矮剪力墙的抗震性能[J]. 工程力学, 2016, 33(增刊): 125-132. Zhang Jianwei, Yang Xingmin, Cao Wanlin, et al. Seismic performance of low-rise shear wall with single layer of web reinforcement and inclined steel bars [J]. Engineering Mechanics, 2016, 33(Suppl): 125-132. (in Chinese)
    [7] 马恺泽, 梁兴文, 李响, 等. 型钢混凝土剪力墙恢复力模型研究[J]. 工程力学, 2011, 28(8): 119-125. Ma Kaize, Liang Xingwen, Li Xiang, et al. Restoring force model of steel reinforced concrete shear walls [J]. Engineering Mechanics, 2011, 28(8): 119-125. (in Chinese)
    [8] 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 walls[J]. Journal of Building Structures, 2013, 34(1): 61-69. (in Chinese)
    [9] Sittipunt C, Wood S L, Lukkunaprasit P, et al. Cyclic behavior of reinforced concrete structural walls with diagonal web reinforcement [J]. Aci Structural Journal, 2001, 98(4): 554-562.
    [10] Arabzadeh A, Soltani M, Ayazi A. Experimental investigation of composite shear walls under shear loadings [J]. Thin-Walled Structures, 2011, 49(7): 842-854.
    [11] Kwan A Dai H, Cheung Y K. Elasto-plastic analysis of reinforced concrete slit shear walls [J]. Structures and Buildings, 1998, 128(4): 342-350.
    [12] 叶列平, 康胜, 曾勇. 双功能带缝剪力墙的弹性受力性能分析[J]. 清华大学学报, 1999, 39(2): 79-81. Ye Lieping, Kang Sheng, Zeng Yong. Analysis of elastic behaviors for dual function slitted shear wall [J]. Journal of Tsinghua University, 1999, 39(2): 79-81. (in Chinese)
    [13] 赵文辉, 王志浩, 叶列平. 双功能带缝剪力墙连接键的试验研究[J]. 工程力学, 2001, 18(1): 126-136. Zhao Wenhui, Wang Zhihao, Ye Lieping. Experimental study of connectors in dual function slitted shear walls[J]. Engineering Mechanics, 2001, 18(1): 126-136. (in Chinese)
    [14] 康胜, 曾勇, 叶列平. 双功能带缝剪力墙的刚度和承载力研究[J]. 工程力学, 2011, 18(2): 27-34. Kang Sheng, Zeng Yong, Ye Lieping. Stiffness and strength analysis of dual functional slitted shear wall [J]. Engineering Mechanics, 2011, 18(2): 27-34. (in Chinese)
    [15] 曹万林, 田宝发, 王洪星, 等. 钢筋混凝土带暗支撑双功能剪力墙的力学计算模型[J]. 地震工程与振动, 2001, 21(2): 84-88. Cao Wanlin, Tian Baofa, Wang Hongxing, et al. Mechanical model for calculation of dual function shear wall with concealed bracings [J]. Earthquake Engineering and Engineering Vibration, 2001, 21(2): 84-88. (in Chinese)
    [16] 张建伟, 曹万林, 刘建民, 等. 带双层暗支撑开竖缝剪力墙抗震性能试验研究[J]. 世界地震工程, 2000, 16(4): 87-91. Zhang Jianwei, Cao Wanlin, Liu Jianmin, et al. Experiment study on aseismatic property of R. C shear wall with two-storied concealed bracing and slits [J]. Journal of Building Structures, 2000, 16(4): 87-91. (in Chinese)
    [17] 曹万林, 张建伟, 崔立长, 等. 钢筋混凝土带暗支撑双功能低矮剪力墙抗震性能研究[J]. 建筑结构学报, 2003, 4(1): 46-53. Cao Wanlin, Zhang Jianwei, Cui Lizhang, et al. Experimental study on seismic behavior of low-rise double-function RC shear wall with concealed bracings[J]. Journal of Building Structures, 2003, 4(1): 46-53. (in Chinese)
    [18] 刘皞, 曹万林, 董宏英, 等. 内藏分块钢板组合剪力墙抗震性能试验[J]. 天津大学学报(自然科学与工程技术版), 2016, 49(9): 944-950. Liu Hao, Cao Wanlin, Dong Hongying, et al. Experiment on seismic behavior of composite shear wall with concealed partitioned steel plates [J]. Journal of Tianjin University (Science and Technology), 2016, 49(9): 944-950. (in Chinese)
    [19] 冯鹏, 初明进, 叶列平, 等. 冷弯薄壁型钢混凝土剪力墙受剪性能试验研究[J]. 建筑结构学报, 2010, 31(11): 83-91. Feng Peng, Chu Mingjin, Ye Lieping, et al. Experimental study on shear behavior of cold-formed thin-walled steel reinforced concrete shear wall [J]. Journal of Building Structures, 2010, 31(11): 83-91. (in Chinese)
    [20] 初明进, 冯鹏, 叶列平, 等. 不同构造措施的冷弯薄壁型钢混凝土剪力墙抗剪性能试验研究[J]. 工程力学, 2011, 28(8): 45-55. Chu Mingjin, Feng Peng, Ye Lieping, et al. Experimental study on shear behaviors of cold-formed thin-walled steel reinforced concrete shear walls with different details [J]. Engineering Mechanics, 2011, 28(8): 45-55. (in Chinese)
    [21] Sun Zhijuan, Liu Jiliang, Chu Mingjin. Experimental study on behaviors of adaptive-slit shear walls [J]. The Open Civil Engineering Journal, 2013, 7: 189-195.
    [22] JGJ3-2010, 高层建筑混凝土结构技术规程[S]. 北京: 中国建筑工业出版社, 2011. JGJ3-2010, Technical specification for concrete structure of tall building [S]. Beijing: China Architecture & Building Press, 2011. (in Chinese)
    [23] 过镇海, 时旭东. 钢筋混凝土原理和分析[M]. 北京: 清华大学出版社, 2003: 335-340. Guo Zhenhai, Shi Xudong. Reinforced concrete theory and analyse [M]. Beijing: Tsinghua University Press, 2003: 335-340. (in Chinese)
    [24] 蒋庆, 叶献国, 连星, 等. 叠合板式剪力墙的耗能分析[J]. 江苏大学学报, 2010, 31(4): 483-487. Jiang Qing, Ye Xianguo, Lian Xing, et al. Analysis on energy dissipation of superimposed slab shear walls [J]. Journal of Jiangsu University, 2010, 31(4): 483-487. (in Chinese)
  • 期刊类型引用(3)

    1. 江毅,梁韬,周靖. 装配式钢管箍芯增强组合剪力墙抗震性能试验研究. 建筑结构学报. 2025(04): 44-56 . 百度学术
    2. 张国伟,安佳宁,高海智,乔东需. M型钢-混凝土组合剪力墙抗震性能有限元分析. 建筑结构. 2023(03): 21-26+63 . 百度学术
    3. 曹春利,孙志娟,刘继良,初明进. 低剪跨比的榫卯连接装配整体式剪力墙受力性能数值分析. 工程力学. 2021(S1): 110-118 . 本站查看

    其他类型引用(6)

计量
  • 文章访问数:  243
  • HTML全文浏览量:  16
  • PDF下载量:  50
  • 被引次数: 9
出版历程
  • 收稿日期:  2016-10-26
  • 修回日期:  2017-03-19
  • 刊出日期:  2018-02-24

目录

    /

    返回文章
    返回