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墙式组合型金属阻尼器的有限元分析与工程应用研究
引用本文:付仰强,闫维明,纪金豹,王维凝.墙式组合型金属阻尼器的有限元分析与工程应用研究[J].地震工程与工程振动,2012,32(1):174-181.
作者姓名:付仰强  闫维明  纪金豹  王维凝
作者单位:北京工业大学工程抗震与结构诊治北京市重点实验室,北京,100124
基金项目:国家科技支撑计划课题项目(2006BAJ03B06);北京市学术创新团队建设计划项目(004000543111519);北京市新世纪百千万人才工程计划项目(004000523306)
摘    要:提出一种新型的耗能稳定的墙式组合型金属阻尼器,能够提供充足的开放空间与开口需求,提高建筑结构抗震能力的同时增加了建筑物使用舒适度。文中利用通用有限元软件ANSYS研究了其在不同位移幅值下的力学性能,探讨了阻尼器初始刚度与铅块金属厚度的关系,并结合工程实例分析论述了该类型阻尼器的耗能减震效果。非线性时程分析结果表明,该阻尼器小震下可提供较大附加刚度和阻尼,有效减小结构的水平变形的同时改善了结构在地震作用下的内力,大震下滞回曲线饱满,耗能稳定,有效地保护了结构构件。

关 键 词:组合型金属阻尼器  有限元分析  工程实例

Finite element analysis and engineering application of a wall-type combined metal damper
FU Yangqiang , YAN Weiming , JI Jinbao , WANG Weining.Finite element analysis and engineering application of a wall-type combined metal damper[J].Earthquake Engineering and Engineering Vibration,2012,32(1):174-181.
Authors:FU Yangqiang  YAN Weiming  JI Jinbao  WANG Weining
Institution:(Beijing University of Technology,Key Lab of Earthquake Engineering and Structural Retrofit,Beijing 100124,China)
Abstract:In the paper,a novel wall-type combined metal damper is presented.The mechanical properties of the hysteretic dampers are studied on the basis of finite element analysis,and the effect of the new type damper in reducing earthquake response and the relation between K and h are discussed.The results of non-linear time-history analysis demonstrate that the structure stress is improved because of added stiffness and damping and the hysteresis loop is full and stable,and the the protection structure successfully plays its role.
Keywords:combined metal damper  finite element analysis  engineering application
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