期刊文献+

荷载列作用下简支曲线梁的动力响应 被引量:4

Dynamic response of simply curved-girder under moving load series
下载PDF
导出
摘要 用积分变换法求解了荷载列作用下简支曲线梁桥动力响应的解析解 .在讨论过程中将单轴、两轴和四轴三种荷载列模型用一标准荷载列模型来表示 ,使得荷载模型更具有普遍性 .在讨论过程中均采用标准函数 ,从而避免了公式推导过程中的不确定因素 .最后按本文所给出的计算方法编制了计算简支曲线梁在荷载列作用下的动力响应程序 。 In this paper the integral transform method is used to analyze the dynamic response of simply supported curved girder under moving load series,and gets the closed form soulions to the dynamic response.A standard load series model was defined to represent single axis,double axes and fouraxes load series models.With the standard load model,dynamical responses of simply supported curved beam were determined.Since no self defined functions were utilized,the deduction process is unequivocal and results in a reliable result.According to these we have completed the program which can calculate the dynamic response of curved beam under moving loads.
作者 单德山 李乔
出处 《重庆交通学院学报》 2001年第1期6-9,18,共5页 Journal of Chongqing Jiaotong University
基金 铁道部科技开发项目合同编号 (97G0 7)
关键词 移动荷载 动力响应 简支曲线梁桥 积分变换法 计算方法 curved girder moving load series dynamic resporise
  • 相关文献

参考文献3

  • 1单德山.高速铁路曲线桥梁车桥耦合振动分析及大距度曲线桥梁设计研究[M].成都:西南交通大学,1999..
  • 2铁道部科学研究院铁道建筑研究所.高速铁路中小桥梁桥合理布置和合理结构形式的研究[M].,1996..
  • 3西南交通大学 铁道部第四勘察设计院.高速铁路曲线桥设计研究报告[M].,1998..

同被引文献31

  • 1沈锐利.高速铁路简支梁桥竖向振动响应研究[J].中国铁道科学,1996,17(3):24-34. 被引量:26
  • 2候景鹏.混凝土材料疲劳破坏准则研究[D].大连:大连理工大学,2001
  • 3JT GD60-2004公路桥涵设计通用规范[s].北京:人民交通出版社,2005
  • 4Pesterev A V, Bergman L A. Response of a nonconservative continuous system to a moving concentrated load[J]. J Appl Mech, 1998,65: 436-444.
  • 5Yang F, Fonder G A. Dynamic response of cable-stayed bridges under moving loads[J]. J Engrg. Mech, ASCE, 1998, 124 (7) :741-747.
  • 6Verichev S N, Metrikine A V. Instability of a bogie moving on a flexibly supported Temoshenko beam[J]. Journal of sound and vibration, 2002,253 : 653-668.
  • 7Verichev S N, Metrikine A V. Instability of vibrations of a mass that moving uniformly along a beam on a periodically inhomogeneous foundation[J]. Journal of sound and vibrations, 2003,260 : 901-925.
  • 8Vostroukhov A V, Metrikine A V. Periodically supported beam on a viso-elastic layer as a model for dynamic analysis of a hlgh-speed railway track. [J].International Journal of Solids and Structures, 2003,40 (21):5723-5752.
  • 9Zheng D Y, Fan S C. Instability of vibration of a moving-trainand rail coupling system[J]. Journal of Sound and vibration, 2002,255 : 243-259.
  • 10Bolotin V V. The dynamic stability of elastic systems [ M ]. HoldenDay, San Francisco, CA, 1964.

引证文献4

二级引证文献44

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部