Wind-Induced Hazard Assessment for Low-Rise Building Envelope Considering Potential Openings

被引:13
|
作者
Ji, Xiaowen [1 ]
Huang, Guoqing [2 ,3 ]
Wu, Fengbo [3 ]
Lu, Zhao-Hui [1 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
[2] Chongqing Univ, Sch Civil Engn, Chongqing 400044, Peoples R China
[3] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China
基金
中国国家自然科学基金;
关键词
Low-rise building; Wind hazard; Progressive damage; Internal pressure; Probabilistic; Envelope opening; FRAGILITY ASSESSMENT; INTERNAL-PRESSURE; DAMAGE ESTIMATION; FAILURE; DEBRIS; LOADS; PERFORMANCE; VALIDATION;
D O I
10.1061/(ASCE)ST.1943-541X.0002553
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The light-frame low-rise buildings widely used for residential and industrial purposes are very vulnerable to high winds. Postdisaster surveys indicated that envelope components such as windows, doors, and roof sheathings suffer significant damages due to wind loads and windborne debris. Typically, the wind-induced damage process for a low-rise building is progressive with stochastic openings on the envelope. In this study, this progressive damage process is simplified as three stages, i.e., the nominally sealed building with background leakage, the partially enclosed building with multiple openings on walls, and the loss of roof sheathings. Based on this aforementioned three-stage process, a probabilistic wind-induced hazard assessment framework for the light-frame low-rise building envelope is developed. Specifically, two approaches, including the Monte Carlo simulation-based approach and the law of the total probability-based approach, are developed for hazard assessments of roof sheathings with the consideration of all potential opening conditions. A numerical example is adopted to illustrate the proposed framework. Results show that these two approaches assessing the wind-induced hazard for a low-rise building envelope are in good agreement, and the latter approach has an efficiency advantage. (C) 2020 American Society of Civil Engineers.
引用
收藏
页数:15
相关论文
共 50 条
  • [1] Wind-induced damage estimation of envelope components for low-rise buildings: Incorporation of directionality and multiple openings
    Wu, Fengbo
    Gong, Jiangshan
    Xin, Jingzhou
    Zhou, Jianting
    Zhang, Hong
    Zhao, Ning
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2024, 246
  • [2] Wind-induced fragility analysis of low-rise building envelope based on simplified progressive damage
    Wu, Fengbo
    Ji, Xiaowen
    Huang, Guoqing
    Zhao, Yangang
    [J]. Jianzhu Jiegou Xuebao/Journal of Building Structures, 2021, 42 (05): : 32 - 39
  • [3] Wind-induced peak bending moments in low-rise building frames
    Gioffrè, M
    Grigoriu, M
    Kasperski, M
    Simiu, E
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 2000, 126 (08): : 879 - 881
  • [4] Experimental Investigation of Wind-Induced Torsional Loads on a Low-Rise Building
    Habte, F.
    Chowdhury, A. G.
    [J]. STRUCTURES CONGRESS 2015, 2015, : 2655 - 2666
  • [5] Wind-induced peak bending moments in low-rise building frames
    Gioffrè, M
    Grigoriu, M
    Kasperski, M
    Simiu, E
    [J]. WIND ENGINEERING INTO THE 21ST CENTURY, VOLS 1-3, 1999, : 1773 - 1778
  • [6] Wind hazard analysis of low-rise building envelopes considering typhoon duration effect
    Zhang, Boyu
    Ji, Xiaowen
    Zhao, Yangang
    Huang, Guoqing
    [J]. Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2021, 54 (06): : 53 - 61
  • [7] Influence of an upstream building on the wind-induced mean suction on the flat roof of a low-rise building
    Pindado, Santiago
    Meseguer, Jose
    Franchini, Sebastian
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2011, 99 (08) : 889 - 893
  • [8] Internal pressure in a low-rise building with existing envelope openings and sudden breaching
    Tecle, Amanuel S.
    Bitsuamlak, Girma T.
    Aly, Aly Mousaad
    [J]. WIND AND STRUCTURES, 2013, 16 (01) : 25 - 46
  • [9] Interference Effects of Adjacent High-Rise Building on Wind-Induced Response of Low-Rise Flat Roof Building
    Chen, Bo
    Qin, Mengyi
    Du, Kun
    Yang, Qingshan
    [J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2022, 22 (03N04)
  • [10] Wind pressure characteristics of a low-rise building with various openings on a roof corner
    College of Civil Engineering, Hunan University, Changsha
    410082, China
    不详
    [J]. Wind Struct Int J, 1 (1-23):