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粘弹性阻尼器对空间桁架结构减震设计与分析
引用本文:黄兴淮,徐赵东,张鹏程.粘弹性阻尼器对空间桁架结构减震设计与分析[J].华东交通大学学报,2011(6):7-11.
作者姓名:黄兴淮  徐赵东  张鹏程
作者单位:东南大学混凝土及预应力混凝土结构教育部重点实验室;厦门大学建筑与土木工程学院
基金项目:国家自然科学基金重大项目(90915004);江苏省自然科学项目(BK2011063);江苏省普通高校研究生创新人才培养项目(CXLX_0132);教育部博士点博导类项目(6205000009)
摘    要:大跨空间结构的振动控制问题一直是人们关注的焦点,其抗震性能的好坏直接关系到人民生命和国家经济财产安全.采用粘弹性阻尼器对大跨空间桁架结构进行减震控制,计算阻尼器相应的力学参数,并对加与未加粘弹性阻尼器结构的地震响应进行对比.分析计算表明:无论在Taft地震波还是在E1 Centro地震波下,在大跨空间桁架结构中加入粘弹...

关 键 词:粘弹性阻尼器  大跨空间桁架结构  振动控制  时程分析

Design and Analysis of Seismic Vibration Control for Long Span Space Trusses with Viscoelastic Dampers
Huang Xinghuai,Xu Zhaodong,Zhang Pengcheng.Design and Analysis of Seismic Vibration Control for Long Span Space Trusses with Viscoelastic Dampers[J].Journal of East China Jiaotong University,2011(6):7-11.
Authors:Huang Xinghuai  Xu Zhaodong  Zhang Pengcheng
Institution:1.Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education,Southeast University,Nanjing 210096,China;2.School of Architecture and Civil Engineering,Xiamen University,Xiamen 361005,China)
Abstract:Seismic control of long span space trusses has been the focus of attention for the civil engineers. The anti-earthquake performance of the structures has a direct effect on the people' s life and economic safety. This paper utilizes the viscoelastic dampers to control the seismic vibration of long span space trusses. The mechanical parameters of the viscoelatic dampers are calculated and vibration responses of a certain truss with and without viscoelastic dampers are compared to assess the anti-earthquake performance of the structure with viscoelastic dampers. According to the calculation results, the seismic responses which include acceleration, displacement and inner force are obviously decreased under both Taft and E1 Centro earthquake wave. The vicoelastic dampers in the truss dissipate much of the input earthquake energy.
Keywords:viscoelastic damper  long span space truss  vibration control  time history analysis
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