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摩擦耗能减震技术在结构抗震中应用的新方法 被引量:2

NEW TECHNIQUE OF FRICTION LOSS EARTHQUAKE REDUCTION IN APPLICATION OF STRUCTURAL EARTHQUAKE RESISTANCE
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摘要 传统的抗震结构是通过增强结构自身的强度和刚度,来提高结构的抗震能力和减少结构在地震作用下的水平位移,结构通过自身的塑性变形和损伤来耗散地震能量.
出处 《建筑技术》 北大核心 2003年第7期525-526,共2页 Architecture Technology
关键词 摩擦耗能 结构抗震 摩擦阻尼器 建筑 friction loss structural earthquake reduction friction damper
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参考文献6

  • 1J Enrique Martinez-Rueda,Elnashai A S.A novel technique for the retrofitting of reinforced concrete structures.Engineering Structures,1995,17(5):359-371.
  • 2Jurukovski D,Petkovski M,Rakicevic Z.Energy absorbing elements in regular and composite steel frame structures.Engineering Structures,1995,17(5):319~333.
  • 3Michanel C Constantinou,Panos Tsopelas,Wilhelm Hammel,et al.Toggle-brace-damper seismic energy dissipation systems.Journal of Strustural Engineering,2001(2):105~112.
  • 4Hongnan Li,Guanglei Liu,Yongwei Yin,et al.Study on seismic response reduction for floor increased structural system with friction bedding and dampers.Proceedings of the China-U.S. Millennium Symposium of Earthquake Engineering:Earthquake Engineering Frontiers in the New Millennium,2O0O.
  • 5Kurama Y.Simplified seismic design approach for friction -damped unbonded post -tensioned precast walls.ACI Structural Journal.American Concrete Institute,2001,98(5):705~716.
  • 6Kurama Y.Performance-based seismic design of non -emulative precast concrete walls with friction dampers.Second U.S.-Japan Workshop on Performance Based Seismic Design Methodology for Concrete Buildings.Sapporo. Japan,2000.12-13.

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