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高层悬挂结构减振系统的风洞实验分析
引用本文:赵永生,程勇凌. 高层悬挂结构减振系统的风洞实验分析[J]. 工业建筑, 2000, 30(4): 31-33,79
作者姓名:赵永生  程勇凌
作者单位:同济大学建工系!上海200092
摘    要:建立了高层悬挂结构减振系统的计算模型和振动方程 ,并通过对风洞模型实验数据的分析 ,阐明了该减振系统是高层建筑较为理想的振动控制系统。

关 键 词:悬挂结构  主体框架  减振系统  制晃弹簧

TUNNEL TEST ANALYSIS OF THE HIGH RISE SUSPENDED STRUCTURE DAMPING SYSTEM
Zhao Yongsheng Cheng Yongling. TUNNEL TEST ANALYSIS OF THE HIGH RISE SUSPENDED STRUCTURE DAMPING SYSTEM[J]. Industrial Construction, 2000, 30(4): 31-33,79
Authors:Zhao Yongsheng Cheng Yongling
Affiliation:Tongji University Shanghai 200092
Abstract:A calculating model and a vibration equation of a high rise suspended structure were set up.By way of the analysis of the tunnel test data,it is expounded that the damping system is a quite ideal vibration control for the high rise building.
Keywords:suspended structure main frame damping system braking spring
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