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
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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.