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高耸结构振动控制模拟塔设计
引用本文:唐家祥,张仲先,李黎.高耸结构振动控制模拟塔设计[J].华中科技大学学报(自然科学版),1998(2).
作者姓名:唐家祥  张仲先  李黎
作者单位:华中理工大学土木工程系!430074
摘    要:介绍了高耸结构振动控制模拟塔的设计方案和模拟范围,利用塔的自振周期的可调性给出调节办法.确定了模拟地震波的施加办法及风荷载作用的模拟办法,阐述了对塔下基础、运动块(平台)和安全锁定系统的处理方法.

关 键 词:结构振动控制  高耸结构  地震动  风振动  模拟

Design of a Steel Tower for Simulation Testing of Dynamic Response of the High Rising Structure to Earthquake and Wind-Induced Vibration
Tang Jiaxiang, Zhang Zhongxian, Li Li.Design of a Steel Tower for Simulation Testing of Dynamic Response of the High Rising Structure to Earthquake and Wind-Induced Vibration[J].JOURNAL OF HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY.NATURE SCIENCE,1998(2).
Authors:Tang Jiaxiang  Zhang Zhongxian  Li Li
Abstract:A steel tower for simulation testing on the vibration of the high rising structures is designed. The design ideas and the scope of simulation are discussed, and the theoretical analysis, the internal force computation and the section designing for the main (or upper) structure of the tower are then carried out. The internal force computation includes the static force computation and the dynamic responses to man-made seismic waves and wind loads. The way to adjust the inherent period of the tower and that apply the man-made earthquake and wind Loads on the tower along with the method of ad justing the mass to be added on the top of the tower are determined. A safety locking system is designed. It is shown by analysis that the dynamic response of tall buildings and high rising structures with various vibration performances to various man-made earthquake and wind loads could be simulated by the steel tower designed.
Keywords:structural vibration control  high rising structure  earthquake-induced vibration F wind-induced vibration  simulation  
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