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王其申, 王大钧. 任意支承梁的固有频谱和模态的定性性质[J]. 力学学报, 1997, 29(5): 540-547. DOI: 10.6052/0459-1879-1997-5-1995-264
引用本文: 王其申, 王大钧. 任意支承梁的固有频谱和模态的定性性质[J]. 力学学报, 1997, 29(5): 540-547. DOI: 10.6052/0459-1879-1997-5-1995-264
QUALITATIVE PROPERTIES OF FREQUENCY SPECTRUM AND MODES OF ARBITRARY SUPPORTED BEAMS IN VIBRATION[J]. Chinese Journal of Theoretical and Applied Mechanics, 1997, 29(5): 540-547. DOI: 10.6052/0459-1879-1997-5-1995-264
Citation: QUALITATIVE PROPERTIES OF FREQUENCY SPECTRUM AND MODES OF ARBITRARY SUPPORTED BEAMS IN VIBRATION[J]. Chinese Journal of Theoretical and Applied Mechanics, 1997, 29(5): 540-547. DOI: 10.6052/0459-1879-1997-5-1995-264

任意支承梁的固有频谱和模态的定性性质

QUALITATIVE PROPERTIES OF FREQUENCY SPECTRUM AND MODES OF ARBITRARY SUPPORTED BEAMS IN VIBRATION

  • 摘要: 确定了任意支承方式下欧拉梁横振动时其频谱和位移、转角、应变模态的一些重要特性,阐明了梁的位移模态的充分必要条件.

     

    Abstract: Some important qualitative properties of the frequency spectra and modes for Euler beams with arbitrary supports are determined. The case of supports free-pinned, free-sliding, free-free and sliding-slinding are considered, the rigid-body modes occur for beams with such supports. In addition, the sufficient and necessary conditions of a mode of the beams are obtained.

     

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