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大型体育场主看台挑篷抗风研究现状及展望
引用本文:朱川海,顾明.大型体育场主看台挑篷抗风研究现状及展望[J].空间结构,2005,11(2):27-33.
作者姓名:朱川海  顾明
作者单位:上海现代建筑设计(集团)有限公司,上海,200041;同济大学土木工程防灾国家重点实验室,上海,200092
摘    要:大型体育场主看台挑篷是典型的风敏感结构,挑篷上的风荷载和由此诱发的挑篷的风致振动常常是控制结构安全性的主要因素,本系统回顾了国内外在体育场主看台挑篷抗风研究领域的进展,主要涉及刚性模型测压试验研究、气弹模型试验研究、现场实测、风振响应计算和现有规范等方面,并对进一步的研究方向提出建议。

关 键 词:体育场  主看台挑篷  风荷载  风振响应  抗风研究
文章编号:1006-6578(2005)02-0027-07
修稿时间:2004年12月24

Present state and perspectives of wind resistance studies on grandstand cantilevered roofs of large stadiums
ZHU Chuan-hai,GU Ming.Present state and perspectives of wind resistance studies on grandstand cantilevered roofs of large stadiums[J].Spatial Structures,2005,11(2):27-33.
Authors:ZHU Chuan-hai  GU Ming
Affiliation:ZHU Chuan-hai~1,GU Ming~2
Abstract: The grandstand cantilevered roofs of large stadiums are typical wind-sensitive structures. The wind loads on the cantilevered roofs and the wind-induced vibration are usually the major factors which control the security of structures. The development of wind resistance studies on stadium grandstand cantilevered roofs, both nationally and internationally, is systematically reviewed in the paper, which mainly includes wind pressure measurement on a rigid model, aeroelastic model wind tunnel test, actual measurement, computation of wind-induced vibration and current code. The suggestion on further studies is given at last.
Keywords:stadiums  grandstand cantilevered roofs  wind loads  wind-induced response  wind resistance studies
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