期刊文献+

客运架空索道系统动力特性分析方法 被引量:4

Analysis method for dynamic characteristic of passenger aerial ropeway system
在线阅读 下载PDF
导出
摘要 客运架空索道系统的固有频率与模态是衡量索道系统固有动力特性的重要指标 ,固有频率的大小直接关系到结构在各种不同的激励条件下是否会发生动力放大效应与共振。文中首先解决索道系统分析中的有限元建模问题 ,包括典型柔性索道的模型状态 ,然后利用ANSYS程序的子空间迭代法求出结构最低各阶的特征值与特征向量 ,并计算出三种工况下的前 40阶固有频率与振动模态 。 The natural frequency and modal of passenger aerial ropeway system is the important index of weighing natural dynamic characteristic of the ropeway system, the size of natural frequency is direct relation with whether the dynamic amplification effect and sympathetic vibration of the structure will happen under all kinds of different stimulation. The effective analysis method for dynamic characteristic of passenger aerial ropeway system was developed. The finite element model of the ropeway system, including the model of typical flexible rope, firstly was constructed, then sub space iteration method was proposed to calculate the characteristic value and characteristic vector of the structure, and the results of the former 40 circles of natural frequency and vibration modal under three working conditions were given.
出处 《机械强度》 CAS CSCD 北大核心 2003年第3期275-278,共4页 Journal of Mechanical Strength
基金 "九五"国家重点科技攻关资助项目 (96 92 0 36 0 9)~~
关键词 客运架空索道系统 动力特性 固有频率 模态 有限元 Ropeway Dynamic characteristic Natural frequency Modal Finite element method
  • 相关文献

参考文献6

  • 1Dhotara M S, Ganesan N. Transmission line vibration. Journal of Sound and Vibration, 1978, 60(2) : 217 - 237.
  • 2Robert D Blevins. Flow-induced vibration. New York: Van Nostrand Reinhold Company, c 1977.
  • 3Henglzold W M, Russell J J, Morgan J D. Free vibration of cable in three dimensions. Journal of the Structural Division, 1977, 103:1 127- 1 136.
  • 4Pentins N C, Mote C D. Three-dimension vibration of traveling elastic cable.Journal of Sound and Vibration, 1987, 114(2): 325- 340.
  • 5Fried 1. Large deformation static mad dynamic finite element. Computer and Structure ,1982, 15: 315-319.
  • 6SHEN Zhonghan, WANG Danfeng. Vibration analysis and vibration-reduction of Beijing weather tower. Mechanics and Practice, 1980, (2): 50- 51(In Chinese).

同被引文献31

引证文献4

二级引证文献15

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