板状碎片对建筑屋面的冲击破坏概率模型
CSTR:
作者:
作者单位:

同济大学 土木工程防灾减灾全国重点实验室,上海 200092

作者简介:

黄 鹏,教授,工学博士,主要研究方向为结构风工程。E-mail: huangtju@tongji.edu.cn

中图分类号:

TU312.3

基金项目:

国家自然科学基金面上项目(52178500)


Impact Damage Probability Model of Building Roofs Impacted by Plate-Like Debris
Author:
Affiliation:

State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [20]
  • |
  • 相似文献 [20]
  • | | |
  • 文章评论
    摘要:

    飞掷物对建筑的冲击破坏是围护结构在强风作用下受损的主要原因之一。为针对不同围护结构建立考虑多因素影响的冲击破坏概率模型,提出了一种基于马格努斯效应的板状碎片三维轨迹方程的板状碎片冲击破坏概率模型。与现有模型相比,额外考虑了在不同风速风向下板状碎片来源、起飞初始条件和建筑相对位置对屋面冲击破坏概率的影响。利用风速15 m·s-1~45 m·s-1,风向0°~90°和上游建筑高度8.0 m~12.5 m作为模型的输入,实现了可考虑多因素影响的板状碎片对低矮建筑屋面冲击破坏的概率估计,验证了模型的实用性。该模型计算过程简单,可应用于建筑屋面易损性分析。

    Abstract:

    The impact of windborne debris on buildings is one of the most important causes of envelope destruction in strong wind. To build an impact damage probability model considering multiple factors for different type of building envelopes, an impact damage probability model of plate-like debris based on the three-dimensional plate-like debris trajectory considering Magnus effect is proposed. Compared with the commonly used models, this model additionally considers the effects of parameters of debris including different sources, initial conditions and relative positions of buildings at different wind speeds and in different wind directions. An impact damage estimation of a low-rise building roof considering multiple factors is given using the wind speeds of 15 m·s-1~45 m·s-1, the wind directions of 0°~90°, and the upstream building heights of 8.0 m~12.5 m to verify the availability of the model. The calculation method of this model is simple and can be applied to the vulnerability analysis of building roofs.

    参考文献
    [1] MINOR J E. Windborne debris and the building envelope[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1994, 53(1/2): 207. DOI: 10.1016/0167-6105(94)90027-2.
    [2] WILLS J A B. LEE B E. Vulnerability of fully glazed high-rise buildings in tropical cyclones[J]. Journal of Architectural Engineering, 2002, 8(2): 42. DOI: 10.1061/(ASCE)1076-0431(2002)8:2(42).
    [3] TACHIKAWA M. Trajectories of flat plates in uniform flow with application to wind-generated missiles[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1983, 14(1/3): 443. DOI: 10.1016/0167-6105(83)90045-4.
    [4] HOLMES J D, LETCHFORD C W, NING L. Investigations of plate-type windborne debris. Part II: Computed trajectories[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2006, 94(1): 21. DOI: 10.1016/j.jweia.2005.10.002.
    [5] LIN N, LETCHFORD C, HOLMES J. Investigation of plate-type windborne debris. Part I: Experiments in wind tunnel and full scale[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2006, 94(2): 51. DOI: 10.1016/j.jweia.2005.12.005.
    [6] VISSCHER B T, KOPP G A. Trajectories of roof sheathing panels under high winds[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2007, 95(8): 697. DOI: 10.1016/j.jweia.2007.01.003.
    [7] RICHARDS P J, WILLIAMS N, LAING B, et al. Numerical calculation of the three-dimensional motion of wind-borne debris[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2008, 96(10/11): 2188. DOI: 10.1016/j.jweia.2008.02.060.
    [8] KORDI B, KOPP G A. "The debris flight equations" by C.J. Baker [J]. Journal of Wind Engineering & Industrial Aerodynamics, 2009, 97(3/4): 151. DOI: 10.1016/j.jweia.2008.10.001.
    [9] 段旻, 谢壮宁, 石碧青. 低矮房屋瞬态内压的风洞试验研究[J]. 土木工程学报, 2012, 45(7): 10. DOI: 10.15951/j.tmgcxb.2012.07.013.DUAN Min, XIE Zhuangning, SHI Biqing. A wind tunnel study of the transient internal pressure of a low rise building[J]. China Civil Engineering Journal, 2012, 45(7): 10. DOI: 10.15951/j.tmgcxb.2012.07.013.
    [10] YAU S C, NING L, VANMARCKE E. Hurricane damage and loss estimation using an integrated vulnerability model[J]. Natural Hazards Review, 2011, 12(4): 184. DOI: 10.1061/(ASCE)NH.1527-6996.0000035.
    [11] VICKERY P J, LIN J, SKERLJ P F, et al. HAZUS-MH hurricane model methodology. I: Hurricane hazard, terrain, and wind load modeling[J]. Natural Hazards Review, 2006, 7(2): 82. DOI: 10.1061/(ASCE)1527-6988(2006)7:2(82).
    [12] COPE A D. Predicting the vulnerability of typical residential buildings to hurricane damage[D]. Gainesville: University of Florida, 2004.
    [13] GARCIA, P A. Estimacion de danos producidos por viento en edificaciones industriales[D]. Puerto Rico: University of Puerto Rico (Mayaguez), 2008.
    [14] 吴凤波, 冀骁文, 黄国庆,等. 基于简化渐进破坏的低矮房屋围护结构风致易损性分析[J]. 建筑结构学报, 2021, 42(5):32. DOI: 10.14006/j.jzjgxb.2019.0199.WU Fengbo, JI Xiaowen, HUANG Guoqing, et al. Wind-induced fragility analysis of low-rise building envelope based on simplified progressive damage[J]. Journal of Building Stuctures, 2021, 42(5): 32. DOI: 10.14006/j.jzjgxb.2019.0199.
    [15] LIN N, VANMARCKE E, YAU S C. Windborne debris risk analysis - Part II. Application to structural vulnerability modeling[J]. Wind and Structures, 2010, 13(2): 207. DOI: 10.12989/was.2010.13.2.207.
    [16] DAO T N, VAN DE LINDT J W, PREVATT D O, et al. Probabilistic procedure for wood-frame roof sheathing panel debris impact to windows in hurricanes[J]. Engineering Structures, 2012, 35(2012): 178. DOI: 10.1016/j.engstruct.2011.11.009.
    [17] 陈胜. 基于风致飞掷物冲击和风荷载破坏的低矮房屋风灾易损性研究[D]. 上海: 同济大学, 2021.CHEN Sheng. Vulnerability study on wind disaster of low-rise buildings based on the damages by windborne debris impact and wind loads[D]. Shanghai: Tongji University, 2021.
    [18] 林华坛. 板状风致碎片马格努斯效应研究及应用[D]. 上海: 同济大学, 2020.LIN Huatan. Research and application of Magnus effect of plate-like windborne debris[D]. Shanghai: Tongji University, 2020.
    [19] 宋芳芳, 欧进萍. 台风致碎片运动及其对围护结构冲击破坏分析[J]. 工程力学, 2010, 27(7): 212. DOI: CNKI:SUN:GCLX.0.2010-07-034.SONG Fangfang, Jinping OU . Typhoon-induced debris movement and impact damage analysis of structural envelopes[J]. Engineering Mechanics, 2010, 27(7): 212. DOI: CNKI:SUN:GCLX.0.2010-07-034.
    [20] WILLS J, LEE B, WYATT T. A model of wind-borne debris damage[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2002, 90(4): 555. DOI: 10.1016/s0167-6105(01)00197-0.
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

黄鹏,蓝鑫玥.板状碎片对建筑屋面的冲击破坏概率模型[J].同济大学学报(自然科学版),2024,52(5):717~725

复制
分享
文章指标
  • 点击次数:108
  • 下载次数: 232
  • HTML阅读次数: 784
  • 引用次数: 0
历史
  • 收稿日期:2022-09-20
  • 在线发布日期: 2024-05-24
文章二维码