𝔖 Bobbio Scriptorium
✦   LIBER   ✦

A note on the nonlinear response of an elastic beam on a foundation to a moving load

✍ Scribed by Tang Sing-Chih; David H.Y. Yen

Publisher
Elsevier Science
Year
1970
Tongue
English
Weight
715 KB
Volume
6
Category
Article
ISSN
0020-7683

No coin nor oath required. For personal study only.

πŸ“œ SIMILAR VOLUMES

RESPONSE OF AN INFINITE TIMOSHENKO BEAM
RESPONSE OF AN INFINITE TIMOSHENKO BEAM ON A VISCOELASTIC FOUNDATION TO A HARMONIC MOVING LOAD
✍ Y.-H. CHEN; Y.-H. HUANG; C.-T. SHIH πŸ“‚ Article πŸ“… 2001 πŸ› Elsevier Science 🌐 English βš– 355 KB

The dynamic sti!ness matrix of an in"nite Timoshenko beam on viscoelastic foundation to a harmonic moving load is established. This dynamic sti!ness matrix is essentially a function of the velocity and frequency of the harmonic moving load. The critical velocities and the resonant frequencies can be

An explicit representation of steady sta
An explicit representation of steady state response of a beam on an elastic foundation to moving harmonic line loads
✍ Lu Sun πŸ“‚ Article πŸ“… 2002 πŸ› John Wiley and Sons 🌐 English βš– 166 KB

## Abstract A closed‐form deflection response of a beam rest is presented in this paper using the integral transform method. The theory of linear partial differential equations is used to represent the deflection of beam subjected to a moving harmonic line load in integration form. The solution is

DYNAMIC ANALYSIS OF BEAMS ON AN ELASTIC
DYNAMIC ANALYSIS OF BEAMS ON AN ELASTIC FOUNDATION SUBJECTED TO MOVING LOADS
✍ D. Thambiratnam; Y. Zhuge πŸ“‚ Article πŸ“… 1996 πŸ› Elsevier Science 🌐 English βš– 310 KB

A simple procedure based on the finite element method has been developed for treating the dynamic analysis of beams on an elastic foundation subjected to moving point loads, where the foundation has been modelled by springs of variable stiffness. The effect of the speed of the moving load, the found