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建筑物被动耗能技术应用现状

Applications of Passive Energy Dissipation Technology in Buildings
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摘要 通过介绍金属耗能器、摩擦耗能器和粘滞耗能阻尼器等被动耗能抗震系统的研究和应用现状,为建筑物设计和现有建筑物的加固保护提供一些新的思路。 This paper presented passive energy dissipation technology, such as metallic damper, friction energy dissipation device, viscosity damper, and introduced the application status about these damper. This application would provide some new ideas for structure design and strengthening.
作者 郭震
机构地区 中国矿业大学建筑工程学院
出处 《江苏建筑》 2009年第3期14-17,共4页 Jiangsu Construction
基金 中国矿业大学青年科研基金项目(2008A009)
关键词 被动耗能 建筑抗震 阻尼器 passive energy dissipation building seismic damper
分类号 TU894 [建筑科学]
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参考文献21

  • 1T.T.Soong.结构工程中的被动消能系统[M].科学出版社,2006.
  • 2J.P.Ou,X.Long,Q.S.Li.Seismic response analysis of structures with velocity-depondent dampers[J].Journal of Constructional Steel Research,2007,63(5):628-638.
  • 3Kenichi Suda,Naoki Satake,Junichiro Ono,et al.Damping properties of buildings in Japan[J].Journal of Wind Engineering and Industrial Aerodynamics Meeting on Structural Damping International Wind Engineering Forum and Additional Papers,1996,59(2-3):383-392.
  • 4D.Jurukovski,M.Petkovski,Z.Rakicevic.Energy absorbing elements in regular and composite steel frame structures[J].Engineering Structures Recent Developments in Seismic Resistant Structural Systems and Components,1995,17 (5):319-333.
  • 5Arturo Tena-Colunga.Mathematical modelling of the ADAS energy dissipation device[J].Engineering Structures,1997,19(10):811-821.
  • 6M.Tehranizadeh.Passive energy dissipation device for typical steel frame building in Iran[J].Engineering Structures,2001,23(6):643-655.
  • 7Y.F.Su.Aseismic Design of Building Structures with ADAS Devices[J].Report to the Sinotech Engineering Consultants,Inc.Su and Structural Engineers Corporation,Taiway,1990,10.
  • 8S.C.Bergman,D.M.and Godel.Evaluation of Cyclic Testing of Steel - Plate Device for Added Damping and stiffness[J].Report UMCE87 - 10,Department of Civil Engineering,University of Michigan.
  • 9Gregory G.Deierlein,Hiroshi Noguchi.Overview of U.S.-Japan Research on the Seismic Design of Composite Reinforced Concrete and Steel Moment Frame Structures[J].Journal of Structural Engineering,ASCE,2004,130(2).
  • 10S.Casciati,L.Faravelli.Structural components in shape memory alloy for localized energy dissipation[J].Computers & Structures.,In Press,Corrected Proof:563.

二级参考文献47

  • 1周云,刘季.耗能减震技术研究与应用进展[J].世界地震工程,1995,11(1):20-28. 被引量：42
  • 2刘伟庆,魏琏,韦承基,丁大钧,李松柏.低周反复荷载作用下摩擦阻尼支撑框架的试验研究[J].土木工程学报,1996,29(5):3-10. 被引量：23
  • 3吴斌.滞变型耗能减振体系的试验、分析和设计方法[D].哈尔滨建筑大学,1998.
  • 4张纪刚.两种摩擦阻尼器抗震性能的数值分析与试验研究[D].哈尔滨工业大学,2002.
  • 5吴斌 张纪刚 欧进萍.[R].国际结构控制与健康诊断研讨会,中国深圳,2000.12.
  • 6杨沈 王亚勇 等.消能减振技术在建筑抗震加固中的应用[J].现代地震工程进展，南京,2002,.
  • 7.中华人民共和国国家标准．建筑抗震设计规范(GB 50011-2001)[M].北京:中国建筑工业出版社,2001..
  • 8.ANSYS用户使用手册[Z].ANSYS公司(中国),1999..
  • 9Miyazaki M, Arima F, Kidata Y, Hristov I. Earthquake Response Control Design of Building Using Viscous Damping Walls. In: Proc. Ist East Asian Conference on Structural Engineering and Construction. Bangkok:1986.1 882 - 1 891.
  • 10Arima F,Miyazaki M,Tanaka H,etc. A Study on Buildings with Large Damping Using Viscous Damping Walls. In: Proc. 9th World Conf. on Earthquake Engineering. Tokyo-Kyoto: 1988.821 - 826.

共引文献82

江苏建筑
2009年 第3期

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