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A Simple Approximation for the Fundamental Frequencies of Two-Span and Three-Span Continuous Beams

机译:两跨三跨连续梁基波频率的简单近似

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摘要

A rapid approximate method is presented for calculating thefundamental frequencies of flexural vibration of two-span beams and ofparticular arrangements of three-span beams which are continuous overnon-deflecting supports and are elastically restrained against rotationat their end supports. The end restraints may be provided by actualcoil springs or they may represent the effect of adjoining members, butin all cases the stiffnesses of these restraints are assumed to be positive.The mass per unit of length and the flexural rigidity of the beamsmay vary from one span to the next, but in any one span these quantitiesare considered constant. Two numerical examples are included to illustratethe application of the method.
机译:提出了一种快速近似的方法来计算两跨梁的挠曲振动的基本频率和三跨梁的特定布置,它们是连续的超挠性支撑,并且在其端部支撑处受到弹性约束,无法旋转。端部约束可以由实际的螺旋弹簧提供,也可以代表相邻构件的作用,但在所有情况下,都假定这些约束的刚度为正。每单位长度的质量和梁的抗弯刚度可能在一个跨度内变化到下一个,但在任何一个跨度中,这些数量都被认为是恒定的。包括两个数值示例来说明该方法的应用。

著录项

  • 作者

    Veletsos A.S.; Newmark N.M.;

  • 作者单位
  • 年度 1954
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
  • 中图分类

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