๐”– Bobbio Scriptorium
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Dynamics of a beam moving over multiple supports

โœ Scribed by H.-P. Lee

Publisher
Elsevier Science
Year
1993
Tongue
English
Weight
733 KB
Volume
30
Category
Article
ISSN
0020-7683

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๐Ÿ“œ SIMILAR VOLUMES

Transverse vibration of a plate moving o
Transverse vibration of a plate moving over multiple point supports
โœ H.P. Lee; T.Y. Ng ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 578 KB

The equation of motion of a rectangular plate moving over multiple point supports is derived based on the Lagrangian approach and the assumed mode method. The point supports are assumed to be frictionless and are modelled by linear spring supports of large st@ness with the plate being pulled or push

Flexural vibration of an orthotropic rot
Flexural vibration of an orthotropic rotating shaft moving over supports
โœ H.P. Lee ๐Ÿ“‚ Article ๐Ÿ“… 1995 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 623 KB

The equation of motion of an orthotropic rotating shaft moving longitudinally over supports is formulated by using Hamilton's principle and the assumed mode method. The present study is motivated by the dynamic analysis of robotic manipulators with prismatic joints, and combinations of direct drive

INSTABILITY OF A BOGIE MOVING ON A FLEXI
INSTABILITY OF A BOGIE MOVING ON A FLEXIBLY SUPPORTED TIMOSHENKO BEAM
โœ S.N. VERICHEV; A.V. METRIKINE ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 206 KB

The stability of vibration of a bogie uniformly moving along a Timoshenko beam on a viscoelastic foundation has been studied. The bogie has been modelled by a rigid bar of a "nite length on two identical supports. Each support consists of a spring and a dashpot connected in parallel. The upper ends

THE EFFECT OF A MOVING MASS AND OTHER PA
THE EFFECT OF A MOVING MASS AND OTHER PARAMETERS ON THE DYNAMIC RESPONSE OF A SIMPLY SUPPORTED BEAM
โœ G. Michaltsos; D. Sophianopoulos; A.N. Kounadis ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 330 KB

This paper deals with the linear dynamic response of a simply supported uniform beam under a moving load of constant magnitude and velocity by including the effect of its mass. Using a series solution for the dynamic deflection in terms of normal modes the individual and coupling effect of the mass