University Links: Home Page | Site Map
Covenant University Repository

Dynamic Response of Two Viscoelastically Connected Rayleigh Beams Subjected to Concentrated Moving Load

Gbadeyan, J.A. and Dada, Moses S. and Agboola, O.O. (2011) Dynamic Response of Two Viscoelastically Connected Rayleigh Beams Subjected to Concentrated Moving Load. The Pacific Journal of Science and Technology, 12 (1). pp. 5-16.

[img] PDF
Download (437Kb)

Abstract

A theory concerning the dynamic response of two identical simply supported Rayleigh beams viscoelastically connected together by a flexible core and traversed by a concentrated moving load is developed in this paper. The solution technique employed is based on finite Fourier and Laplace integral transformations. It is observed that the maximum amplitude of the deflection of the upper beam increases with an increase in the value of the rotatory inertia while the maximum amplitude of deflection of the lower beam decreases with increasing values of rotatory inertia

Item Type: Article
Uncontrolled Keywords: viscoelastically connected Rayleigh beams, dynamic response, moving load
Subjects: Q Science > QA Mathematics
Divisions: Faculty of Engineering, Science and Mathematics > School of Mathematics
Depositing User: Mr Solomon Bayoko
Date Deposited: 10 Nov 2014 10:14
Last Modified: 10 Nov 2014 10:14
URI: http://eprints.covenantuniversity.edu.ng/id/eprint/2933

Actions (login required)

View Item View Item