Flexural motions under accelerating loads of structurally prestressed beams with general boundary conditions

The transverse vibration of a prismatic Rayleigh beam resting on elastic foundation and continuously acted upon by concentrated masses moving with arbitrarily prescribed velocity is studied. A procedure involving generalized finite integral transform, the use of the expression of the Dirac delta fun...

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Bibliographic Details
Main Authors: S. T. Oni, B. Omolofe
Format: Article
Language:English
Published: Marcílio Alves
Series:Latin American Journal of Solids and Structures
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252010000300004&lng=en&tlng=en