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黏滞流体阻尼器性能试验研究 被引量:5

The Analysis of viscous damper for Performance Experience
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摘要 非线性黏滞阻尼器因具有饱满的耗能滞回曲线,且不提供附加刚度而越来越受到抗震人员的青睐,但由于阻尼器的结构及耗能材料的选择对非线性黏滞阻尼器的性能影响较大,这也成为制约阻尼器生产的一大问题。为进一步了解阻尼器的各项性能,对国内某公司生产的黏滞流体阻尼器进行了性能试验研究,主要包括阻尼器的动力耗能性能、温度相关性能、频率相关性能、耐久性能等。这些试验数据也为后续非线性黏滞阻尼器的研究提供依据。 Seismic engineers have been favor of the nonlinear viscous damper,for its full hysteretic curve of energy consumption and providing no additional stiffness to the structures.But the selection of dissipation materials and the structure of the damper have the big influence on the performance of the damper.And they become the major problem to the production of the damper.In this paper,we do the performance experience of the dampers produced by a domestic company to study the further performance of the damper.The performance experiences include the power dissipation characteristics,temperature performance,frequency-dependent,durable performance,etc. These test data also provide the reference to the subsequent study on the nonlinear viscous damper.
作者 杜微笑 白羽
机构地区 昆明理工大学
出处 《土木建筑与环境工程》 CSCD 北大核心 2016年第S1期97-100,共4页 Journal of Civil,Architectural & Environment Engineering
关键词 非线性 黏滞阻尼器 性能试验 力学性能 nonlinear viscous damper performance test mechanical properties
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  • 1黄林根,徐斌,王心方.桥梁减震装置(大吨位阻尼器)的开发应用[J].城市道桥与防洪,2004(6):106-109. 被引量:5
  • 2叶爱君,胡世德,范立础.超大跨度斜拉桥的地震位移控制[J].土木工程学报,2004,37(12):38-43. 被引量:103
  • 3卢桂臣,胡雷挺.西堠门大桥液体粘滞阻尼器参数分析[J].世界桥梁,2005,33(2):43-45. 被引量:31
  • 4陈永祁,耿瑞琦,马良喆.桥梁用液体黏滞阻尼器的减振设计和类型选择[J].土木工程学报,2007,40(7):55-61. 被引量:78
  • 5Roussis P C, Constantinou M C, Erdik M, Durukal E, Dicleli M. Assessment of Performance of Isolation System of Bolu Viaduct [J]. Journal of Bridge Engineering, ASCE, 2003, 8(4): 182-190
  • 6Sato M, Nishi H, Kawashima K and Unjoh S. Response of On-Netoh bridge during Kushiro-Oki Earthquake of January 1993[A]. Proceedings of the third U.S.-Japan Workshop on Earthquake Protective Systems for Bridges [ C ]. Berkeley, California, U.S. National Center for Earthquake Engineering Research, 1994 : 63-78
  • 7Thelwall roller bearings to be replaced again[J]. New Civil Engineer, 2003, April 3
  • 8Alarm as engineers find potential for disaster on Thelwall viaduct[J]. New Civil Engineer, 2004, April 18
  • 9Constantinou M C, Whittaker A S, Kalpakidis Y, Fenz D M and Warn G P. Performance of Seismic Isolation Hardware under Service and Seismic Loading [ R ]. June 30, 2007, Technical Report MCEER-07-xxxx
  • 10欧进萍,1996年

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