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弦支穹顶节点位移风振系数分析
引用本文:薛亚乐,李雪飞,李娜,吕良.弦支穹顶节点位移风振系数分析[J].河北建筑工程学院学报,2009,27(4):11-13.
作者姓名:薛亚乐  李雪飞  李娜  吕良
作者单位:1. 张家口市桥东区桥东市政管理处
2. 河北建筑工程学院
3. 天津大学
4. 石家庄电力设计院
摘    要:弦支穹顶结构由于其本身的结构特点,风荷载常常起主要甚至决定性作用.通过时程分析的方法,得到弦支穹顶结构的节点位移风振系数,为弦支穹顶结构实用抗风设计提供参考.

关 键 词:弦支穹顶  模拟风速谱  风振系数

Analysis of Wind-induced Vibration Coefficient for Suspendome Structure
Xue Yale,Li Xuefei,Li Na,Lv Liang.Analysis of Wind-induced Vibration Coefficient for Suspendome Structure[J].Journal of Hebei Institute of Architectural Engineering,2009,27(4):11-13.
Authors:Xue Yale  Li Xuefei  Li Na  Lv Liang
Affiliation:1.Zhangjiakou Municipal Engineering Management Office;2. Hebei Institute of Architecture and Civil Engineering.3.Tianjin University;4.Shijiazhuang Electricity Design Institute
Abstract:Due to their own structural characteristics,wind load plays the main or even decisive role in suspendome structure.In this paper,wind-induced vibration coefficient is discussed by means of the computational method in time domain,which can be the reference of practical wind-resistance design for suspendome structure.
Keywords:suspendome structure  wind speed simulation  wind-induced vibration coefficient
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