Bending analysis of elastically connected Euler–Bernoulli double-beam system using the direct boundary element method
- 9 May 2019
- journal article
- research article
- Published by Elsevier BV in Applied Mathematical Modelling
- Vol. 74, 387-408
- https://doi.org/10.1016/j.apm.2019.04.049
Abstract
No abstract availableKeywords
This publication has 32 references indexed in Scilit:
- Free vibrations of elastically connected stretched beamsJournal of Sound and Vibration, 2009
- Vibration and buckling of a double-beam system under compressive axial loadingJournal of Sound and Vibration, 2008
- Exact dynamic stiffness matrix of a Timoshenko three-beam systemInternational Journal of Mechanical Sciences, 2008
- Fundamental solution and integral equations for Timoshenko beamsComputers & Structures, 2003
- A critical review on idealization and modeling for interaction among soil–foundation–structure systemComputers & Structures, 2002
- Dynamic analysis of beams by the boundary element methodComputers & Structures, 1986
- Vibrations of bonded beams with a single lap adhesive jointJournal of Sound and Vibration, 1984
- Free and Forced Vibrations of Elastically Connected Double-beam SystemsBulletin of JSME, 1983
- Dynamical Behaviours of Elastically Connected Double-Beam Systems Subjected to an Impulsive LoadBulletin of JSME, 1976
- Impact on an Elastically Connected Double-Beam SystemJournal of Applied Mechanics, 1964