Application of differential transform method to vibration analysis of damped railway bridge on pasternak foundation under moving train.
In this paper, we used differential transform
method (DTM) to analyse free vibration of a railway bridge,
modelled as an orthotropic rectangular plate, supported by
Pasternak foundation. The effect of damping was considered.
The present method transformed the governing equation to its
algebraic form. Solution form to similar equation was adopted.
The results obtained are in agreement with...
Published at Proceedings of the World Congress on Engineering, June 29 - July 1, 2016, London, U.K..
Volume 2224
Pages 1177-1179
Published in 2016
M.C. Agarana, A.N. Ede
Ede Anthony N. » Anthony N. Ede, PhD, is a Covenant University Associate Professor of Structures and Materials. Immediate past Head of Department (2017-2019). Has been the College of Engineering Examination Officer from 2014-2017. Dr. Ede has a Laurea (combined BSc and MSC) in Civil Engineering with specialization in Structures from the “Alma Mater Studiorum” University of Bologna, Italy, in 2001. He... view full profile