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自锚式悬索桥车桥振动分析

Vibration Analysis of Vehicle-bridge System for Self-anchored Suspension Bridge
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摘要 提出了基于ANSYS正则振型的汽车、自锚式悬索桥空间振动的有限单元模型,以佛山平胜大桥车桥系统振动为研究对象,运用自编程序计算了不同车辆数目、车辆间距、不同路况以及不同车速时车流通过桥梁时车桥动力响应及冲击系数,所得结果可供自锚式悬索桥设计参考。 In this paper,a finite element analysis model for space vibration of the vehicle and the self-anchored suspension bridge is presented on the basis of normal modes by ANSYS.By taking three-dimensional coupling vibration of vehicle-bridge system in the Pingsheng Bridge as the research object,the vehicle-bridge space vibration response and impact factor are calculated by using self-developed program when the vehicles run through the bridge at different number of vehicles,vehicle spacing,road condition and vehicle speed.The results provide a reference for design of self-anchored suspension bridge.
出处 《交通科技》 2010年第3期17-19,22,共4页 Transportation Science & Technology
关键词 车桥振动 正则振型 自锚式悬索桥 ANSYS vehicle-bridge vibration normal modes self-anchored suspension bridge ANSYS
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参考文献5

  • 1Chu K H. Dynamic interaction of railway train and bridges[J]. Vehicle System Dynamics, 1980,9 ( 4 ):207-236.
  • 2曾庆元.桁粱行车空间振动计算的桁段有限元法.桥梁建设,1985,(4):3-19.
  • 3Deodatis O. Simulation of ergodic multivariate stochastic processes [J]. Engrg. Mech. ASCE, 1996, 122(8) :778-787.
  • 4Xia H,Xu Y L. Dynamic interaction of long suspension bridges with running trains[J]. Sound and Vibration, 2000,237 (2) : 263-280.
  • 5杨建荣,李建中,范立础.基于ANSYS的车桥耦合振动分析[J].计算机辅助工程,2007,16(4):23-26. 被引量:15

二级参考文献13

  • 1TIMOSHENKO S P. On the forced vibrations of bridges[J]. Philosophical Magazine, 1922, 43(6) : 1 018-1 019.
  • 2FRYBA L. Vibration of solids and structures under moving loads[M]. Greningen (The Netherlands ) : Noordhoff International Publishing, 1972.
  • 3INGLIS C E. A mathematical treatise on vibrations in railway bridges[ M]. Cambridge: The Univ Press, 1934.
  • 4HWANG E S, NOWAK A S. Simulation of dynamic load for bridges[J]. J Structural Eng, ASCE, 1991, 117(5) : 1 413-1 434.
  • 5FAFARD M, LAFLAMME M, SAVARD M, et al. Dynamic analysis of existing continuous bridge[J]. J Bridge Eng, ASCE, 1995, 3( 1 ) : 28- 37.
  • 6GREEN M F, CEBON D. Dynamic response of highway bridges to heavy vehicle loads : theory and experimental validation [J]. J Sound & Vibration, 1994, 170(1) : 51-78.
  • 7BOWE C J, MULLARKEY T P. Wheel-rall contact elements incorporating irregularities [J]. Advances in Eng Software, 2005,36 ( 11-12 ) : 827- 837.
  • 8YANG Yeongbin, LIN Binghoung. Vehicle-bridge interaction analysis by dynamic condensation method[J]. J Structural Eng, 1995, 121 (11) : 1 636-1 643.
  • 9YANG Yeongbin, LIAO Shushyan, LIN Binghoung. Impact formulas for vehicles moving over simple and continuous beams[J]. J Structural Eng, 1995, 121( 11): 1 644-1 650.
  • 10LI Jianzhong, SU Mubiao. The resonant vibration for a simply supported girder bridge under high-spoed trains[J]. J Sound & Vibration, 1999, 224(5): 897-915.

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