VFD阻尼器在加层结构应用振动台试验研究

英文篇名：Research of Shaking Table Test with the Top Weak Layer Structure Equipped with VFD Damper
中文刊名：武汉理工大学学报
英文刊名：Journal of Wuhan University of Technology
作者：唐黎 ; 周斌
英文作者：TANG Li1 ; ZHOU Bin2(1.Xiangfan Municipal Institute of City Planning and Design ; Xiangfan 441021 ; China ; 2.School of Civil Engineering and Architecture ; Wuhan University of Technology ; Wuhan 430070 ; China)
中文关键词：粘弹性-摩擦阻尼器 ; 薄弱层 ; 振动台试验
英文关键词：viscoelastic-friction damper ; weak layer ; vibrating table test
出版日期：2010-06-30
机构：襄樊市城市规划设计研究院;武汉理工大学土木工程与建筑学院;
年：2010
期：12
出版单位：武汉理工大学学报

摘要

根据新型粘弹性-摩擦阻尼器(Viscoelastic-friction damper,简称VFD)的耗能特点和加层结构动力特性,提出通过对加层结构设置VFD,达到对加层结构抗震加固的目的;设计制作了一个5层钢框架模型,在其顶层薄弱层设置VFD,进行了罕遇地震和多遇地震下的振动台试验。试验结果表明,VFD支撑能够有效地控制结构的地震反应。
To overcome some problems in seismically buildings which have weak layers at the top,the Viscoelastic-friction damper is equipped with the build,based on the energy consumption characteristic of new VFD.A model of five-storey steel frame which have weak layers at the top is designed and equipped with the VFD at weak layers.Shaking table tests simulating the minute and disastrous earthquakes are conducted,and the experiment objects are pure steel frame model with a weak floor,only added with steel brace and added with VFD.The results of tests indicate that the VFDs are effective in attenuating seismic response of frame model.

引文

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[3]魏文晖,瞿伟廉,卢哲安.粘弹性-摩擦阻尼器在底部框架砌体结构抗震加固中的控制应用[J].地震工程与工程振动,2002(2):52-55.