期刊文献+

隔震结构系列研究及在甘肃的工程应用 被引量:5

A Series of Studies on Isolated Structures and Their Application in Gansu Province
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摘要 针对叠层橡胶支座基础隔震体系的性能、分析与设计等,介绍了由笔者所在课题组完成的寒冷环境下叠层橡胶隔震支座力学性能试验研究的成果、实振型分解法分析非比例阻尼隔震结构动力响应、隔震结构动力分析软件、橡胶隔震器与地下室悬臂柱串联后所组成的结构系统动力稳定性、高烈度区使用智能隔震体系的控制算法及甘肃省隔震构造图集等研究成果。同时介绍了本课题组负责设计的甘肃省叠层橡胶支座隔震体系的若干工程简况。 The result of a series of studies on base isolated structures carried out by the writer's research group from the view-point of performance, analysis and design of LRB isolated structures is presented. The studies include a cyclic test of rubber isolator in cold environment, real mode superposition method for dynamic analysis of non-proportionally damped isolated structures, a computer software for analysis and design of isolated structures, dynamic stability analysis of basement column serially connected with rubber isolator, control algorithms for smart isolation in regions with high earthquake intensity, and the standard drawing for the detailing design of base isolated buildings. A brief introduction is also made to some isolated buildings, designed by the writerg research group, with application of LRB isolators.
出处 《西北地震学报》 CSCD 北大核心 2005年第4期312-316,共5页 Northwestern Seismological Journal
基金 甘肃省建设科技攻关基金(JK99-07) 甘肃省经贸新技术基金(JM99-05)联合资助
关键词 基础隔震:橡胶隔震器 动力稳定性 非比例阻尼 智能隔震 动力可靠性 Base isolation Rubber isolator Dynamic stability Non-proportional damping Smart isolation Dynamic reliability
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参考文献9

  • 1周福霖.我国结构隔震技术的发展应用和探讨[A].见:工程结构隔震减震技术的新进展[C].北京:地震出版社,2004.1-9.
  • 2李慧,邓学晶,杜永峰,宋彧,周茗如,刘志兵.寒区叠层橡胶隔震支座拟静力试验研究[J].低温建筑技术,2003,25(4):33-35. 被引量:21
  • 3Clough R W,Mojtahedi S.Earthquake response analysis considering non-proportional damping[J].Earthq.Engrg.and Struc.Dyn.,1976,4(3):489-496.
  • 4Igusa T,Der Kiureghian A,Sackman J L.Model decomposition method for stationary response of non-classically damped systems[J].Earthq.Engrg.and Struc.Dyn.,1984,12(1):121-136.
  • 5Kelly J M.The role of damping in Seismic isolation[J].Earthq.Engrg.and Struc.Dyn,1999,28 (1):3-20.
  • 6R W Clough,J Penzien.Dynamics of Strctures[M].(2nd ed).New York:McGraw-Hill,1993.
  • 7Du YF,Li H,Spencer BF.Effect of Non-Proportional Damping on Seismic Isolation[J].Journal of Structural Control,2002,9(3):205-236.
  • 8杜永峰,李慧,苏磐石,赵国藩.非比例阻尼隔震结构地震响应的实振型分解法[J].工程力学,2003,20(4):24-32. 被引量:25
  • 9杜永峰,党育,李慧,张迪,姚云龙,韩建平.基于非比例阻尼模型的隔震结构动力分析软件[J].建筑结构,2004,34(6):32-35. 被引量:7

二级参考文献30

  • 1郭永刚,曲乃泗,董毓新.在非比例阻尼情况下结构动力响应的摄动分析方法[J].地震工程与工程振动,1995,15(4):48-54. 被引量:6
  • 2唐家祥.建筑结构基础隔震[M].武汉:华中理工大学出版社,1993.5-219.
  • 3苏经宇 曾德民 等.我国建筑结构隔震技术的研究和应用[A]..国际结构控制与健康诊断研讨会论文集〔光盘版〕[C].No.506[C].深圳,2000..
  • 4周锡元.工程结构的隔震减震和振动控制研究与应用[A]..第五届全国地震工程会议论文集[C].,1998.10.
  • 5Crandall S H, MeCalley R B Jr. Numerical method of analysis. In:Shock and Vibration Handbook. Vol. 2, New York: McGraw-Hill,1961.
  • 6Kelly J M. The role of damping in seismic isolation. Earthq Engrg and Struc Dyn ,1999,28(1):3-20.
  • 7D'Aveni A, Muscolino G. Improved dynamic correction method in seismic analysis of both classically and non-classically damped structures. Earthq Engrg and Struc Dyn,2001,30(4) :501-517.
  • 8Foss F A. Co-ordinates which uncouple the equation of motion of damped linear systems. J App Mech , 1958,26 ( 3 ) : 361-364.
  • 9Clough R W, Penzien J. Dynamics of Structures. 2nd ed. New York : McGraw-Hill, 1993.
  • 10Du Y F,Li H,Spencer B F. Effect of non-proportional damping on seismic isolation. Journal of structural control,2002,9 ( 11 ).

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