Study of wind-induced response of long-span structure

被引：30
|
作者：
Yasui, H
Marukawa, H
Katagiri, J
Katsumura, A
Tamura, Y
Watanabe, K
机构：
[1] Izumi Sohken Engn Co Ltd, Urban Environm Res Ctr, Sodegaura, Chiba 2990268, Japan
[2] Wind Engn Inst Co Ltd, Yamanashi 4010304, Japan
[3] Tokyo Inst Polytech, Dept Architecture, Kanagawa 2430297, Japan
[4] Struct Design Grp Co Ltd, Shibuya Ku, Tokyo 1500012, Japan
来源：
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 1999年 / 83卷
关键词：
long-span structure; Monte Carlo simulation; response analysis;
D O I：
10.1016/S0167-6105(99)00078-1
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this study, a wind tunnel test was conducted for an actually designed long-span structure whose roof consisted of two different shapes. Based on the data obtained from this experiment, we simulated a multi-point fluctuating wind pressure time series by the Monte Carlo method. Then, a modal time series response analysis was carried out using the wind pressure time series, in order to investigate the effect of higher mode vibrations on estimation of member displacement and stress. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：277 / 288
页数：12
相关论文
共 50 条
  • [31] Investigation of wind-induced performance about long-span bridges under typhoon climate
    Zhao, Lin
    Ge, Yao-Jun
    Zhu, Le-Dong
    Zhendong Gongcheng Xuebao/Journal of Vibration Engineering, 2009, 22 (03): : 237 - 245
  • [32] Wind-induced interference effect of complex building clusters on long-span roof structures
    Wu, Yanru
    Zhang, Wen
    Miao, Pengyong
    Liu, Yan
    Xing, Guohua
    Journal of Fluids and Structures, 129
  • [33] A new method for wind-induced response analysis of long span roofs
    School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
    Int J Space Struct, 2006, 2 (93-101):
  • [34] Wind-induced load capacity analysis and parametric study of a long-span steel arch bridge under construction
    Cheng, J
    Jiang, JJ
    Xiao, RC
    Xia, M
    COMPUTERS & STRUCTURES, 2003, 81 (26-27) : 2513 - 2524
  • [35] Unified numerical model of wind-induced response of long-span structures: Aerostatic torsional divergence, flutter, and random buffeting
    Wang, Shi-Jun
    Zhang, Wen-Ming
    Tian, Yun-Fei
    Bao, Cheng-Jia
    Chen, Zi- Yun
    STRUCTURES, 2022, 45 : 1076 - 1094
  • [36] Unified numerical model of wind-induced response of long-span structures: Aerostatic torsional divergence, flutter, and random buffeting
    Wang, Shi-jun
    Zhang, Wen-ming
    Tian, Yun-fei
    Bao, Cheng-jia
    Chen, Zi-yun
    STRUCTURES, 2022, 45 : 1076 - 1094
  • [37] Estimation of internal forces in cladding support components due to wind-induced overall behaviors of long-span roof structure
    Wu, Di
    Yang, Qingshan
    Tamura, Yukio
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2015, 142 : 15 - 25
  • [38] Effect of Distributed Loading and Refined Modeling on Wind-Induced Stress Analysis of Long-Span Bridges
    Tan, Zhong-Xu
    Xu, You-Lin
    Zhu, Le-Dong
    Zhu, Qing
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2024, 24 (10)
  • [39] Wind-induced vibration of the roof system of a long-span light-weighted steel structures
    Ma, Jun
    Zhou, Dai
    Dong, Shi-Ling
    Zhu, Zhong-Yi
    Advances in Structural Engineering:Theory and Applications Vols 1 and 2, 2006, : 631 - 638
  • [40] Series method of wind-induced lateral-torsional buckling for long-span suspension bridges
    Cheng, Jin
    Xiao, Rucheng
    Xiang, Haifan
    Hsi-An Chiao Tung Ta Hsueh/Journal of Xi'an Jiaotong University, 1999, 33 (02): : 127 - 130
12345