留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

部分组合框架-钢板剪力墙边框柱设计方法研究

于金光 刘利明 郝际平

于金光, 刘利明, 郝际平. 部分组合框架-钢板剪力墙边框柱设计方法研究[J]. 工程力学, 2020, 37(2): 98-110. doi: 10.6052/j.issn.1000-4750.2019.01.0110
引用本文: 于金光, 刘利明, 郝际平. 部分组合框架-钢板剪力墙边框柱设计方法研究[J]. 工程力学, 2020, 37(2): 98-110. doi: 10.6052/j.issn.1000-4750.2019.01.0110
YU Jin-guang, LIU Li-ming, HAO Ji-ping. STUDY ON DESIGN METHOD OF VERTICAL BOUNDARY ELEMENT OF PARTIALLY ENCASED COMPOSITE FRAME-STEEL PLATE SHEAR WALLS[J]. Engineering Mechanics, 2020, 37(2): 98-110. doi: 10.6052/j.issn.1000-4750.2019.01.0110
Citation: YU Jin-guang, LIU Li-ming, HAO Ji-ping. STUDY ON DESIGN METHOD OF VERTICAL BOUNDARY ELEMENT OF PARTIALLY ENCASED COMPOSITE FRAME-STEEL PLATE SHEAR WALLS[J]. Engineering Mechanics, 2020, 37(2): 98-110. doi: 10.6052/j.issn.1000-4750.2019.01.0110

部分组合框架-钢板剪力墙边框柱设计方法研究

doi: 10.6052/j.issn.1000-4750.2019.01.0110
基金项目: 国家重点研发计划资助项目(2016YFC0701201);国家自然科学基金资助项目(51578442,51408461);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资助项目(2017JQ5064)
详细信息
    作者简介:

    刘利明(1992-),男,甘肃人,硕士生,从事钢结构及组合结构研究(E-mail:2049893594@qq.com);郝际平(1959-),男,陕西人,教授,博士,博导,从事钢结构工程及教学研究(E-mail:haojiping@xauat.edu.cn).

    通讯作者: 于金光(1985-),男,黑龙江人,副教授,博士,从事钢结构及组合结构研究(E-mail:yjggordon@163.com).
  • 中图分类号: TU398.2

STUDY ON DESIGN METHOD OF VERTICAL BOUNDARY ELEMENT OF PARTIALLY ENCASED COMPOSITE FRAME-STEEL PLATE SHEAR WALLS

  • 摘要: 该文通过对部分组合框架—薄钢板剪力墙结构的试验,发现其内嵌钢板破坏顺序为初始对角屈服、统一屈服和应变硬化三个阶段。引入部分组合柱后,有效改善了传统钢柱的弯扭失稳破坏模式,部分组合框架柱破坏模式为柱顶和柱底形成塑性铰的强度破坏。基于“强框架、弱墙板”的设计理念,该文根据叠加原理确定了统一屈服阶段和应变硬化阶段部分组合柱内力计算原则,提出了适用于部分组合框架-薄钢板剪力墙框架柱的设计方法。通过有限元验证表明:该设计方法能够有效地预测底层受压柱的破坏模式及其塑性铰出现的位置,能够为合理的钢板墙边框柱设计提供理论依据。
  • [1] Wang Meng, Yang Weigun, Shi Yongjiu, et al. Seismic behaviors of steel plate shear wall structures with construction details and materials[J]. Journal of Constructional Steel Research, 2015, 107(17):194-210.
    [2] Yu Jinguang, Feng Xiaotian, Li Bo. Performance of steel plate shear walls with axially loaded vertical boundary elements[J]. Thin-Walled Structure, 2018, 125(14):152-163.
    [3] Yu Jinguang, Hao Jiping. Behaviour of semi-rigid steel frames with steel plate shear walls[J]. Advanced Steel Construction, 2016, 12(2):154-173.
    [4] 于金光,郑春明,王雪军,等.框架柱横向撑杆对钢板剪力墙结构作用效应研究[J]. 工程力学, 2017, 34(12):192-201. Yu Jinguang, Zheng Chunming, Wang Xuejun, et al. Effect of transverse braces on the behavior of steel pate shear wall frame structure[J]. Engineering Mechanics, 2017, 34(12):192-201. (in Chinese)
    [5] JGJ/T 380-2015, 钢板剪力墙技术规程[S]. 北京:中国建筑工业出版社, 2015. JGJ/T 380-2015, Technical specification for steel plate shear walls[S]. Beijing:China Architecture Industry Press, 2015. (in Chinese)
    [6] 于金光,郝际平,李波. 考虑轴压作用下钢板剪力墙结构边框柱稳定性研究[J]. 地震工程与工程振动, 2015, 35(4):244-253. Yu Jinguang, Hao Jiping, Li Bo. Study on the stability of vertical boundary elements in steel plate shear walls under axial compression[J]. Earthquake Engineering And Engineering Dynamics, 2015, 35(4):244-253. (in Chinese)
    [7] ANSI/AISC 341-05. Seismic provisions for structural steel buildings[S]. Chicago, IL:American Institute of Steel Construction, 2005.
    [8] Lubell Adam S, Prion Helmut G L, Ventura Carlos E, et al. Unstiffened steel plate shear wall performance under cyclic loading[J]. Journal of Structural Engineering, 2000, 126(4):453-460.
    [9] Vincent, Richard B. Design and application of partially encased non-compact composite columns forhighrise buildings[C]. Alberta, Canada:Proceedings of the Conference:Composite Construction in Steel and Concrete IV, 2000.
    [10] Ehab M Hanna, Sameh M Gaawan. Experimental testing of partially encased composite beam columns[J]. Journal of Engineering Research and Applications, 2016, 6(1):64-71.
    [11] Mehdi Dastfan, Robert Driver. Large-scale test of a modular steel plate shear wall with partially encased composite columns[J]. Journal of Structural Engineering, 2016, 142(2):141-150.
    [12] Song Yuchen, Wang Renpeng, Li Jie. Local and post-local buckling behavior of welded steel shapes in partially encased composite columns[J]. Thin-Walled Structures, 2016, 108(9):93-108.
    [13] Begum, Mahbuba, Driver Robert G, Elwi Alaa E. Behaviour of partially encased composite columns with high strength concrete[J]. Engineering Structures, 2013, 56(141):1718-1727.
    [14] 方有珍, 马吉, 陆承铎, 等. 新型卷边钢板组合截面PEC柱(强轴)滞回性能试验研究[J]. 工程力学, 2013, 30(3):181-190. Fang Youzhen, Ma Ji, Lu Chengduo, et al. Test study on hysteretical behaviour of PEC columns (strong axis) fabricated with crimping thin-walled built-up section[J]. Engineerig Mechanics, 2013, 30(3):181-190. (in Chinese)
    [15] 传光红, 陈以一. 部分填充式组合结构框架装配节点静力试验及受剪承载力计算[J]. 建筑结构学报, 2017, 38(8):83-91. Chuan Guanghong, Chen Yiyi. Static loading test and shear strength calculation of assembled frame connections of partially encased composite structures[J]. Journal of Building Structures, 2017, 38(8):83-91. (in Chinese)
    [16] 林德慧, 陈以一. 部分填充钢-混凝土组合柱整体稳定分析[J]. 工程力学, 2019, 36(增刊1):71-77. Lin Dehui, Chen Yiyi. Overall stability analysis of partially encased composite columns[J]. Engineering Mechanics, 2019, 36(Suppl1):71-77. (in Chinese)
    [17] 赵根田, 张宇鸣, 曹芙波, 等. 部分包裹混凝土组合柱-型钢梁端板连接框架抗震性能试验研究[J]. 建筑结构学报, 2017, 38(增刊):50-57. Zhao Gentian, Zhang Yuming, Cao Fubo, et al. Experimental research on sismic performance of PEC column-steel beam frame connected by end plate[J]. Journal of Building Structures, 2017, 38(Supp1):50-57. (in Chinese)
    [18] JGJ/T 101-2015, 建筑抗震试验规程[S]. 北京:中国建筑工业出版社, 2015. JGJ/T 101-2015, Specification for seismic test of buildings[S]. Beijing:China Architecture Industry Press, 2015. (in Chinese).
    [19] 陈树珍, 高德潜. 应变图解法与计算公式的改进[J].地震, 1983, 3(2):31-33. Cheng Shuzhen, Gao Deqian. Improvement of strain graphic methodand calculation formula[J]. Earthquake, 1983, 3(2):31-33. (in Chinese)
    [20] Deng Xiaoyan. Behavior of steel plate shear wall fabricated with partially encased composite columns[D]. Alberta, Canada:University of Alberta, 2012.
    [21] Tremblay R, Massicotte B, Filion I, et al. Experimental study on the behavior of partially encased composite columns made with light welded H steel shapes under compressive axial loads[C]. Atlanta:SSRC Annual Technical Meeting, 1998:195-204.
    [22] Mirza S A. Parametric study of composite column strength variability[J]. Journal of Constructional Steel Research, 1989, 14(2):121-137.
    [23] European Committee for Standardization (CEN). Brussels, Belgium:Design of composite steel and concrete structures, part 1-1:general rules and rules for building[S]. 1994.
    [24] Qu Bing, Bruneau Michel. Seismic behavior and design of boundary frame members of steel plate shear walls[R]. Buffalo, New York:TechnicalRep. No. MCEER-08-0012, Multidisciplinary Center for Earthquake Engineering Research, 2008.
    [25] CAN/CSA-S16.1-2001, Limit states design of steel structures[S]. Canadian Standard Association, 2002.
    [26] Driver Robert G. Kulak, Geoffrey L Kennedy, Laurie D J, et al. Cyclic tests of four-story steel plate shear wall[J]. Journal of Structural Engineering, 1998, 124(2):112-120.
    [27] Jeffrey W. Berman, Bruneau Michel. Experimental investigation of light-gauge steel plate shear walls[J]. Journal of Structural Engineering, 2005, 131(2):259-267.
    [28] Qu Bing, Bruneau Michel, Chih-Han Lin, et al. Testing of full scale two-story steel plate shear wall with reduced beam sections connections and composite floors[J]. Journal of Structural Engineering, 2008, 134(3):364-373.
    [29] Keh-Chyuan Tsai, Chao-Hsien Li, Chih-Han Lin, et al. Cyclic tests of four two-story narrow steel plate shear walls-part 1:analytical studies and specimen design[J]. Earthquake Engineering and Structural Dynamics, 2010, 39(7):775-799.
    [30] Chao-Hsien Li, Keh-Chyuan Tsai, Chih-Han Lin, et al. Cyclic tests of four two-story narrow steel plate shear walls.Part2:experimental results and design implications[J]. Earthquake Engineering and Structural Dynamics, 2010, 39(7):801-826.
    [31] Bruneau Michel, Uang Chia-ming, Rafael Sabelli. Ductile design of steel structures[M]. New York and London:Mc Graw-Hill, 1998.
    [32] Myoung-Ho Oh, Young-Kyu Ju, Myeong-Han Kim, et al. Structural performance of steel-concrete composite column subjected to axial and flexural loading[J]. Journal of Aisan Architecture and Building Engineering, 2016, 5(1):153-160.
    [33] Structural calculations of steel reinforced concrete structures[S]. Tokyo, Japan:Architectural Institute of Japan (AIJ), 1978.
    [34] Qu Bing, Bruneau Michel. Behavior of vertical boundary elements in steel plate shear walls[J]. Engineering Journal. Second Quarter, 2010, 136(2):109-122.
  • [1] 刘祖强, 任甭优, 薛建阳, 周超锋.  型钢混凝土异形柱框架地震损伤分析 . 工程力学, 2020, 37(): 1-11. doi: 10.6052/j.issn.1000-4750.2020.02.0123
    [2] 王萌, 毕鹏, 李法雄.  带低屈服点钢材“延性保险丝”的钢框架盖板连接节点设计方法研究 . 工程力学, 2020, 37(2): 168-182. doi: 10.6052/j.issn.1000-4750.2019.01.0135
    [3] 徐龙河, 肖水晶, 卢啸.  内置碟簧自复位联肢剪力墙参数设计与滞回性能研究 . 工程力学, 2018, 35(10): 144-151,161. doi: 10.6052/j.issn.1000-4750.2017.07.0539
    [4] 于金光, 郑春明, 王雪军, 冯啸天.  框架柱横向撑杆对钢板剪力墙结构作用效应研究 . 工程力学, 2017, 34(12): 192-201. doi: 10.6052/j.issn.1000-4750.2016.10.0762
    [5] 刘青, 李国强, 陆烨.  内嵌屈曲约束钢板剪力墙钢框架的性能参量及计算方法 . 工程力学, 2016, 33(10): 105-115,137. doi: 10.6052/j.issn.1000-4750.2015.03.0205
    [6] 郝际平, 袁昌鲁, 樊春雷, 田黎敏.  钢板剪力墙结构基于性能的塑性设计方法研究 . 工程力学, 2015, 32(7): 118-127. doi: 10.6052/j.issn.1000-4750.2013.12.1207
    [7] 王小安, 郭彦林.  一种四角钢组合约束型防屈曲支撑外围连接的设计方法研究:数值分析 . 工程力学, 2014, 31(2): 15-24. doi: 10.6052/j.issn.1000-4750.2013.01.0005
    [8] 郭彦林, 王小安.  一种四角钢组合约束型防屈曲支撑外围连接的设计方法研究:理论推导 . 工程力学, 2014, 31(1): 56-63,84. doi: 10.6052/j.issn.1000-4750.2013.01.0004
    [9] 施刚, 林错错, 周文静, 王元清.  460MPa高强钢箱形截面轴压柱局部稳定有限元分析和设计方法研究 . 工程力学, 2014, 31(5): 128-136. doi: 10.6052/j.issn.1000-4750.2012.11.0897
    [10] 王先铁, 马尤苏夫, 郝际平, 白连平, 刘天龙.  钢板剪力墙边缘构件的计算方法研究 . 工程力学, 2014, 31(8): 175-182. doi: 10.6052/j.issn.1000-4750.2013.03.0224
    [11] 金双双, 欧进萍.  考虑边缘框架贡献的钢板剪力墙结构设计 . 工程力学, 2014, 31(3): 18-26. doi: 10.6052/j.issn.1000-4750.2012.10.0800
    [12] 郝际平, 袁昌鲁, 房晨.  薄钢板剪力墙结构边框架柱的设计方法研究 . 工程力学, 2014, 31(9): 211-218,238. doi: 10.6052/j.issn.1000-4750.2013.10.0982
    [13] 邵建华, 顾强, 申永康.  三层钢板剪力墙结构静力推覆试验研究 . 工程力学, 2013, 30(8): 199-204,222. doi: 10.6052/j.issn.1000-4750.2012.05.0309
    [14] 孙国华, 顾强, 何若全, 方有珍.  钢框架-钢板剪力墙结构弹塑性状态的层剪力分布研究 . 工程力学, 2013, 30(7): 113-121. doi: 10.6052/j.issn.1000-4750.2012.03.0139
    [15] 郭兰慧, 马欣伯, 张素梅.  两边连接开缝钢板剪力墙的试验研究 . 工程力学, 2012, 29(3): 133-142.
    [16] 张建伟 孟少宾 曹万林 池彦忠.  带耗能支撑再生混凝土框架-剪力墙结构振动台试验研究 . 工程力学, 2012, 29(增刊Ⅱ): 176-181,194. doi: 10.6052/j.issn.1000-4750.2012.05.S026
    [17] 许斌, 陈俊名, 许宁.  钢筋混凝土剪力墙应变率效应试验与基于动力塑性损伤模型的模拟 . 工程力学, 2012, 29(1): 39-45,6.
    [18] 聂建国, 李法雄, 樊健生, 蔡奇.  钢-混凝土组合梁考虑剪力滞效应实用设计方法 . 工程力学, 2011, 28(11): 45-051.
    [19] 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 . 工程力学, 2010, 27(6): 15-023.
    [20] 邵建华, 顾 强, 申永康.  多层钢板剪力墙水平荷载作用下结构性能的有限元分析 . 工程力学, 2008, 25(6): 0-145.
  • 加载中
计量
  • 文章访问数:  65
  • HTML全文浏览量:  3
  • PDF下载量:  161
  • 被引次数: 0
出版历程
  • 收稿日期:  2019-03-12
  • 修回日期:  2019-07-09
  • 刊出日期:  2020-05-27

部分组合框架-钢板剪力墙边框柱设计方法研究

doi: 10.6052/j.issn.1000-4750.2019.01.0110
    基金项目:  国家重点研发计划资助项目(2016YFC0701201);国家自然科学基金资助项目(51578442,51408461);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资助项目(2017JQ5064)
    作者简介:

    刘利明(1992-),男,甘肃人,硕士生,从事钢结构及组合结构研究(E-mail:2049893594@qq.com);郝际平(1959-),男,陕西人,教授,博士,博导,从事钢结构工程及教学研究(E-mail:haojiping@xauat.edu.cn).

    通讯作者: 于金光(1985-),男,黑龙江人,副教授,博士,从事钢结构及组合结构研究(E-mail:yjggordon@163.com).
  • 中图分类号: TU398.2

摘要: 该文通过对部分组合框架—薄钢板剪力墙结构的试验,发现其内嵌钢板破坏顺序为初始对角屈服、统一屈服和应变硬化三个阶段。引入部分组合柱后,有效改善了传统钢柱的弯扭失稳破坏模式,部分组合框架柱破坏模式为柱顶和柱底形成塑性铰的强度破坏。基于“强框架、弱墙板”的设计理念,该文根据叠加原理确定了统一屈服阶段和应变硬化阶段部分组合柱内力计算原则,提出了适用于部分组合框架-薄钢板剪力墙框架柱的设计方法。通过有限元验证表明:该设计方法能够有效地预测底层受压柱的破坏模式及其塑性铰出现的位置,能够为合理的钢板墙边框柱设计提供理论依据。

English Abstract

于金光, 刘利明, 郝际平. 部分组合框架-钢板剪力墙边框柱设计方法研究[J]. 工程力学, 2020, 37(2): 98-110. doi: 10.6052/j.issn.1000-4750.2019.01.0110
引用本文: 于金光, 刘利明, 郝际平. 部分组合框架-钢板剪力墙边框柱设计方法研究[J]. 工程力学, 2020, 37(2): 98-110. doi: 10.6052/j.issn.1000-4750.2019.01.0110
YU Jin-guang, LIU Li-ming, HAO Ji-ping. STUDY ON DESIGN METHOD OF VERTICAL BOUNDARY ELEMENT OF PARTIALLY ENCASED COMPOSITE FRAME-STEEL PLATE SHEAR WALLS[J]. Engineering Mechanics, 2020, 37(2): 98-110. doi: 10.6052/j.issn.1000-4750.2019.01.0110
Citation: YU Jin-guang, LIU Li-ming, HAO Ji-ping. STUDY ON DESIGN METHOD OF VERTICAL BOUNDARY ELEMENT OF PARTIALLY ENCASED COMPOSITE FRAME-STEEL PLATE SHEAR WALLS[J]. Engineering Mechanics, 2020, 37(2): 98-110. doi: 10.6052/j.issn.1000-4750.2019.01.0110
参考文献 (34)

目录

    /

    返回文章
    返回