Finite-Element Formulae for Calculating the Sectional Forces of a Bernoulli-Euler Beam on Continuously Viscoelastic Foundation Subjected to Concentrated Moving Loads

In the finite element method, there are shortcomings using the conventional formulae to calculate the sectional forces, i.e., the bending moment and the shear force, at any cross-section of Bernoulli-Euler beam under dynamic loads. This paper presents some new finite-element formulae overcoming the...

Full description

Saved in:
Bibliographic Details
Main Author: Ping Lou
Format: Article
Language:English
Published: Wiley 2008-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2008/309216
Tags: Add Tag
No Tags, Be the first to tag this record!