๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

VIBRATIONS OF NON-UNIFORM CONTINUOUS BEAMS UNDER MOVING LOADS

โœ Scribed by Y.A. DUGUSH; M. EISENBERGER


Publisher
Elsevier Science
Year
2002
Tongue
English
Weight
289 KB
Volume
254
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

โœฆ Synopsis


The dynamic behavior of multi-span non-uniform beams transversed by a moving load at a constant and variable velocity is investigated. The continuous beam is modelled using Bernoulli}Euler beam theory. The solution is obtained by using both the modal analysis method and the direct integration method. The natural frequencies and mode shapes used in the solution of this problem are obtained exactly by deriving the exact dynamic sti!ness matrices for any polynomial variation of the cross-section along the beam using the exact element method. The mode shapes are expressed as in"nite polynomial series. Using the exact mode shapes yields the exact solution for general variation of the beam section in case of constant and variable velocity. Numerical examples are presented in order to demonstrate the accuracy and the e!ectiveness of the present study, and the results are compared to previously published results.


๐Ÿ“œ SIMILAR VOLUMES


VIBRATION OF MULTI-SPAN NON-UNIFORM BEAM
โœ D.Y. Zheng; Y.K. Cheung; F.T.K. Au; Y.S. Cheng ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 237 KB

Based on Hamilton's principle, the vibration of a multi-span non-uniform beam subjected to a moving load is analysed by using modified beam vibration functions as the assumed modes. The modified beam vibration functions satisfy the zero deflection conditions at all the intermediate point supports as

DYNAMIC STABILITY OF STEPPED BEAMS UNDER
โœ O.J ALDRAIHEM; A BAZ ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 200 KB

The dynamic stability of a stepped beam subjected to a moving mass is investigated in this study. The equations of motion for transverse vibrations of the beam are developed in distributed parameter and "nite element forms. The impulsive parametric excitation theory is used to predict the stability

Vibrations of elastically restrained non
โœ S.Y. Lee; S.M. Lin ๐Ÿ“‚ Article ๐Ÿ“… 1995 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 495 KB

The free vibration of an elastically restrained symmetric non-uniform Timoshenko beam resting on a non-uniform elastic foundation and subjected to an axial load is studied. The two coupled governing characteristic differential equations are reduced into two separate fourth order ordinary differentia

DYNAMIC BEHAVIOUR OF MULTI-SPAN BEAMS UN
โœ K. Henchi; M. Fafard; G. Dhatt; M. Talbot ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 497 KB

In this paper, an exact dynamic stiffness element under the frame work of finite element approximation is presented to study the dynamic response of multi-span structures under a convoy of moving loads. A dynamic model coupled with a FFT algorithm is developed. The model is highly efficient for calc