Dynamic behaviour of beams and rectangular plates under moving loads

A theory concerning the dynamic response of finite elastic structures (Rayleigh beams and plates) having arbitrary end supports and under an arbitrary number of moving masses is developed. The versatile solution technique presented is based on modified generalized finite integral transforms and the...

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Veröffentlicht in:	Journal of sound and vibration 1995-05, Vol.182 (5), p.677-695
Hauptverfasser:	Gbadeyan, J.A., Oni, S.T.
Format:	Artikel
Sprache:	eng
Schlagworte:	Exact sciences and technology Fundamental areas of phenomenology (including applications) Physics Solid mechanics Structural and continuum mechanics Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) Vibrations and mechanical waves
Online-Zugang:	Volltext
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