Proposal of design wind loads for cladding and components on multi-span monosloped and gable roofs

被引：0
|
作者：
Gavanski E. [1 ,2 ]
Umeguchi T. [1 ,2 ]
Nishimura H. [3 ]
机构：
[1] Department of Engineering, Osaka City University
[2] Department of Engineering, Osaka City University
来源：
Gavanski, Eri (egavanski@osaka-cu.ac.jp) | 1600年 / Japan Association for Wind Engineering卷 / 45期
关键词：
Cladding and components; Load zoning; Multi-span roof; Peak pressure; Wind loads;
D O I：
10.5359/JWE.45.115
中图分类号：
学科分类号：
摘要：
The characteristics of peak external wind pressures acting on single and multi-span roofs were studied by performing wind tunnel tests on scaled models with different roof shapes (monosloped, gable), roof slopes (5o, 10o, 20o, 30o, 45o) and the number of spans (1-5). Effect of each parameter on both positive and negative peak wind pressures was examined. It is clarified that codified values in Notification No. 1458 of the Ministry of Construction generally underestimate the wind loads acting on multi-span roofs. Based on these results, new load zoning as well as the proposed design pressure coefficients for cladding and components on multi-span roofs were suggested. © 2020 Japan Association for Wind Engineering. All rights reserved.
引用
收藏
页码：115 / 126
页数：11
相关论文
共 50 条
  • [1] Wind loads on multi-span roof buildings
    Gavanski, Eri
    Nishimura, Hiroaki
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2022, 220
  • [2] Wind Loads on Multi-Span Mono-Slope Canopy Roof
    Rani, Neelam
    Ahuja, Ashok Kumar
    [J]. URBANIZATION CHALLENGES IN EMERGING ECONOMIES: RESILIENCE AND SUSTAINABILITY OF INFRASTRUCTURE, 2018, : 702 - 708
  • [3] Wind loading on gable and multi-span roof buildings: Comparison between field monitoring, wind tunnel experiments, and design code provisions
    Geleta, Tsinuel N.
    Bitsuamlak, Girma
    Chavez, Mauricio
    Baskaran, Appupillai
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2024, 253
  • [4] Multi-objective equivalent static wind loads for large span roofs
    Wu, Di
    Wu, Yue
    Zhang, Jiansheng
    [J]. Jianzhu Jiegou Xuebao/Journal of Building Structures, 2011, 32 (04): : 17 - 23
  • [5] Numerical Analysis of Wind Load for Multi-span Double-pitch ight Steel Roofs
    Song, Xinlei
    Huang, Chengwei
    Zheng, Jian
    Gao, Qiongxian
    [J]. CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4, 2014, 838-841 : 324 - 327
  • [6] Evaluation of Wind Pressure Distribution on Single and Multi-Span Cylindrical Canopy Roofs Using Wind Tunnel Testing
    Rani, Neelam
    Pratap, Ajay
    Ahuja, Ashok Kumar
    [J]. KSCE JOURNAL OF CIVIL ENGINEERING, 2024, 28 (08) : 3344 - 3358
  • [7] Equivalent static wind loads on long span roofs
    Li, Fang-Hui
    Ni, Zhen-Hua
    Shen, Shi-Zhao
    [J]. Gongcheng Lixue/Engineering Mechanics, 2007, 24 (07): : 104 - 109
  • [8] Research on design wind loads on cladding and components of flat roof
    Li B.
    Tian Y.
    Yang Q.
    Fan Z.
    [J]. 2016, Science Press (37): : 65 - 76
  • [9] Semi-analytical solution for gable roofs under uplift wind loads
    Enajar, Adnan
    El Damatty, Ashraf
    Nassef, Ashraf
    [J]. ENGINEERING STRUCTURES, 2021, 227
  • [10] Equivalent static wind loads of multi-targets for long span plane roofs
    Chen, Bo
    Li, Ming
    Yang, Qing-Shan
    [J]. Chen, B., 1600, Chinese Vibration Engineering Society (32): : 22 - 27
12345