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装设粘弹性阻尼器钢筋混凝土结构抗震实用分析
引用本文:韩建平,李慧,杜永峰. 装设粘弹性阻尼器钢筋混凝土结构抗震实用分析[J]. 世界地震工程, 2005, 21(1): 117-122
作者姓名:韩建平  李慧  杜永峰
作者单位:兰州理工大学,防震减灾研究所,甘肃,兰州,730050;兰州理工大学,防震减灾研究所,甘肃,兰州,730050;兰州理工大学,防震减灾研究所,甘肃,兰州,730050
基金项目:甘肃省自然科学基金资助项目(ZS011-A25-018-G)
摘    要:为了设计装设粘弹性阻尼器受控结构、推进此项技术的工程应用,分别利用粘弹性阻尼器的复刚度模型和有限元模型,编制了振型分解反应谱程序和弹性时程分析程序,并对一装设粘弹性阻尼器的16层钢筋混凝土结构和相应原结构在多遇地震下的响应进行了分析。

关 键 词:粘弹性阻尼器  减震  钢筋混凝土结构
文章编号:1007-6069(2005)01-0117-06
修稿时间:2004-08-16

Practical seismic analysis of reinforced concrete structures with viscoelastic dampers
HAN Jian-ping,LI Hui,DU Yong-feng. Practical seismic analysis of reinforced concrete structures with viscoelastic dampers[J]. World Information On Earthquake Engineering, 2005, 21(1): 117-122
Authors:HAN Jian-ping  LI Hui  DU Yong-feng
Abstract:In order to design the controlled structures installed with viscoelastic dampers (VEDs) conveniently and promote this technique's engineering application, the program based on the mode superposition response spectrum by using VED complex stiffness and the elastic time history analysis program based on VEDs finite element model are established, respectively. A 16-story reinforced concrete structure controlled with VEDs and the original structure are analyzed under frequently occurred earthquake.
Keywords:viscoelastic damper  earthquake mitigation  reinforced concrete structure
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