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
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