Numerical Analysis of FSI for the Wind Pressure Distribution on a Light Rail Platform Membrane Roof

被引：0
|
作者：
Zhou, Ying [1 ]
Zhang, Qin-Lin [1 ]
机构：
[1] Tongji Univ, Dept Bldg Engn, Shanghai, Peoples R China
来源：
TENSINET SYMPOSIUM 2010 - TENSILE ARCHITECTURE: CONNECTING PAST AND FUTURE | 2010年
关键词：
Fluid-Structure Interaction (FSI); Membrane; Platform roofing; Wind pressure distribution;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper reports the results of fill-scale numerical wind tunnel tests of wind pressure on a light rail platform membrane roof. The paper describes the new analysis method of membrane wind-resistant. Membranes are affected by the wind very large. In the opinion of structural design, the pressure distribution coefficients are important in order to increase the reliability level of the design process. Fluid-Structure Interaction (FSI) problem is the key point in the research of Computation. Wind Engineering (CWE). In this paper, a 3-dimensional (3d) model with flow-structure interactions was introduced and solved using ADINA to investigate the deformation of the membrane of the platform roofing. The wind pressure distribution coefficients are calculated.
引用
收藏
页码：79 / 85
页数：7
相关论文
共 50 条
  • [41] Numerical simulation of the effects of building dimensional variation on wind pressure distribution
    Mou, Ben
    He, Bao-Jie
    Zhao, Dong-Xue
    Chau, Kwok-wing
    ENGINEERING APPLICATIONS OF COMPUTATIONAL FLUID MECHANICS, 2017, 11 (01) : 293 - 309
  • [42] Numerical analysis of electromagnetic field distribution in hollow metallic rectangular parallelepiped with roof
    Taguchi, Mitsuo
    Sanabe, Yuta
    Hamada, Yasushi
    2007 KOREA-JAPAN MICROWAVE CONFERENCE, TECHNICAL DIGEST, 2007, : 29 - +
  • [43] Numerical Analysis of Wind-Induced Response of a Wrinkled Membrane
    2020, World Scientific (20)
  • [44] Numerical Analysis of Wind-Induced Response of a Wrinkled Membrane
    Wang, Xiaofeng
    Chu, Haoyue
    Yang, Qingshan
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2020, 20 (05)
  • [45] Field measurements of wind loads on a low-rise building - Part II: Wind pressure distribution characteristics on gable roof
    Li, Qiusheng
    Hu, Shangyu
    Li, Zhengnong
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2012, 45 (04): : 1 - 8
  • [46] Extreme wind pressure analysis for large-span flat roof under downburst
    Wang Z.
    Xiang M.
    Jiang S.
    Tang Y.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2022, 41 (11): : 83 - 89
  • [47] Research on Wind Pressure Distribution of Flat Roof Trough Concentrator Group Based on Large Eddy Simulation
    Zou Q.
    Liu Y.
    Li Z.
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2023, 50 (11): : 204 - 215
  • [48] Wind tunnel study on the influence of different parapets on the roof pressure distribution of low-rise buildings
    Pindado, S
    Meseguer, J
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2003, 91 (09) : 1133 - 1139
  • [49] Wind loads on attached canopies and their effect on the pressure distribution over arch-roof industrial buildings
    Paluch, MJ
    Loredo-Souza, AM
    Blessmann, J
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2003, 91 (08) : 975 - 994
  • [50] Characteristic of wind load and static wind effects analysis of membrane structure canopy roof of large-scale stadium
    Architecture Design and Research Institute, Tongji University, Shanghai 200092, China
    Tongji Daxue Xuebao, 2007, 8 (1019-1024): : 1019 - 1024
12345