Rotatory Inertia Influence on Dynamic Behavior of Non-Winkler Timoshenko Beam Traversed by Pair Loads-Reference-Cited by-同舟云学术

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Rotatory Inertia Influence on Dynamic Behavior of Non-Winkler Timoshenko Beam Traversed by Pair Loads

Published:2023-04-05 Issue: Volume: Page:
ISSN:
Container-title:2023 International Conference on Science, Engineering and Business for Sustainable Development Goals (SEB-SDG)
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Author:

Adedowole A.¹,Ogunyebi S.N.²,Jimoh S.A.³

Affiliation:

1. Adekunle Ajasin University,Department of Mathematical Sciences,Akungba-Akoko,Ondo State,Nigeria

2. Ekiti State University,Department of Mathematics,Ado-Ekiti,Nigeria

3. Achievers University Owo,Department of Mathematical Sciences,Owo,Ondo State,Nigeria

Publisher

IEEE

Link

http://xplorestaging.ieee.org/ielx7/10124379/10124380/10124565.pdf?arnumber=10124565

Reference16 articles.

1. Analytical development of Orthotropic plate on Winkler elastic foundation subjected to moving distributed load;ogunyebi;International Journal of Safety Science,2017

2. Transverse Response of a Structural Member with Time Dependent Boundary Conditions to Moving Distributed Mass

3. Free Vibration of Prismatic Rayleigh Beam on Vlasov Supple Foundation Underneath Fast Travelling Multiple Loads;adedowole;International Journal of Engineering Research & Innovation,2021

4. On The Transverse Vibrations of Rotating Timoshenko Beams Subjected to two Concentrated Moving Loads;adedowole;The Coast Journal of The Faculty Of Science OSUSTECH Okitipupa,2020

5. Effects of shear deformation and rotary inertia on the dynamics of anisotropic plates traversed by moving concentrated load

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