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大跨度桥梁抗震设计和振动控制的研究与应用现状 被引量:5

Present Situation of Study and Application of Seismic Design and Vibration Control of Long-Span Bridges
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摘要 本文介绍了大跨度桥梁抗震设计的现状和所面临的困难 ,指出对大跨度桥梁合理的抗震分析方法应当进行多点激励随机地震反应分析 ,并对地震输入问题、随机地震动场的模拟和地震反应分析方法作了介绍。最后侧重介绍了结构振动控制技术的研究现状及其在大跨度桥梁中的应用。 The paper introduces the present situation and the difficulty of seismic design of long-span bridges. It points out that multi-point excitation random earthquake reaction analysis shall be made for the rational seismic analytic method of long-span bridges. It also introduces the input problem of earthquake, the simulation of random earthquake ground motion and seismic reaction analytic method. At last, it introduces mainly the present situation of the study on the structural vibration control technology and the application in long-span bridges.
出处 《城市道桥与防洪》 2002年第4期7-12,共6页 Urban Roads Bridges & Flood Control
关键词 大跨度桥梁 抗震设计 地震反应 振动控制 结构振动 long-span bridges, seismic design, earthquake reaction, vibration control
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  • 1梁爱虎,陈厚群,侯顺载.随机地震动场激励下拱坝多点输入的抗震可靠度分析[J].地震工程与工程振动,1996,16(1):49-59. 被引量:13
  • 2陈健云,刘金云.地震作用下输水隧道的流-固耦合分析[J].岩土力学,2006,27(7):1077-1081. 被引量:23
  • 3陈幼平,周宏业.斜拉桥地震反应特性[J].中国铁道科学,1996,17(1):1-8. 被引量:14
  • 4Nazmy A S,Abdel -Gaffers A M. Effects of Ground Motion Spatial Variability on The Response of The Cable stayed Bridges [ J ]. Earthquake Engineering Structure Dynamic, 1992,21: 1 - 21.
  • 5Harichadran R S,Hawwariand A,Sweidan B N. Response of Long span Bridges to Spatially Varying Ground Motion[ J]. Structure Engineering, 1996,122 (5) : 476 - 484.
  • 6Randolph M F. Axisymmetric Time - domain Transmitting Boundaries [ J ]. Journal of Engineering Mechanies, 1994,120( 1 ) :25 -42.
  • 7范立础,胡世德,叶爱君.大跨度桥梁抗震[M].北京:人民交通出版社,2001.
  • 8Kiureghian.A.D,Neuenhofer.A.Response spectrum method fox multi-support seismic excitations[J].EESD,1992,(21):713-740
  • 9Kiureghian.A.D,Neuenhofer.A.Acoherency model for spatially varying ground motions[J].EESD,1996,(25):99-111
  • 10A.S.Nazmy,A.M.Abdel-Ghaffar.Effects of ground motion spatial variability on the response of the cable stayed bridges[J].Earthquake Eng.Struct.Dyn.1992,(21):1-21

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