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上海虹口足球场大悬挑钢屋盖结构自振特性和风振动力响应分析
引用本文:林颖儒,徐晓明,黄本才,王国砚.上海虹口足球场大悬挑钢屋盖结构自振特性和风振动力响应分析[J].空间结构,2001,7(3):12-17.
作者姓名:林颖儒  徐晓明  黄本才  王国砚
作者单位:1. 上海建筑设计研究院,上海,200041
2. 同济大学,上海,200092
基金项目:上海市建设技术发展基金资助 (合同号 :A980 5 132— 1)
摘    要:本通过上海虹口足球场复杂屋盖结构体系自振特性的分析和独特显示,获得了振型分布很有价值的规律性。体育场屋盖结构体系的风振分析需要考虑多个振型的影响,由结构风振动力的振型分解法,进行了该足球场屋盖体系十阶振型和振型耦合风振动位移响应的分析和研究,得到了各振型影响的规律和结论。对上海虹口足球场屋盖结构,考虑前七阶振型的影响,精度可基本满足结构设计的需要。

关 键 词:体育场  大悬挑屋盖结构  振型  风振动力响应  动位移
文章编号:1006-6578(2001)03-0012-06
修稿时间:2001年5月2日

MODE SHAPES AND WIND-INDUCED VIBRATION RESPONSES OF LARGE CANTILEVERED ROOF OF HONG-KOU STADIUM
LIN Ying ru ,XU Xiao ming ,HUANG Ben cai ,WANG Guo yan.MODE SHAPES AND WIND-INDUCED VIBRATION RESPONSES OF LARGE CANTILEVERED ROOF OF HONG-KOU STADIUM[J].Spatial Structures,2001,7(3):12-17.
Authors:LIN Ying ru  XU Xiao ming  HUANG Ben cai  WANG Guo yan
Affiliation:LIN Ying ru 1,XU Xiao ming 1,HUANG Ben cai 2,WANG Guo yan 2
Abstract:By analyzing the dynanic characteristics of the large cantilevered roof of Hong kou stadium, the distribution of the mode shapes of this structure was obtained. Contribution of the higher mode shapes to wind induced vibration response must be included in the dynamic analysis of the roof structure. Using the SRSS method the dynamic displacement responses considering the effect of the first ten modes were analyzed, and the infucence of different mode shapes was obtained. It was shown that for this roof structure, by including the first seven modes in dynamic calculation, the accuracy can meet the requirement of the structural design.
Keywords:stadium  large cantilevered roof structure  mode shapes  wind  induced dynamic response  dynamic displacement
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