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Transverse vibrations of a three-span beam under a moving load

โœ Scribed by A. S. Dmitriev


Publisher
Springer US
Year
1974
Tongue
English
Weight
212 KB
Volume
10
Category
Article
ISSN
1573-8582

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๐Ÿ“œ SIMILAR VOLUMES


VIBRATION OF MULTI-SPAN NON-UNIFORM BEAM
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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

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The method of modal analysis is presented to investigate the random vibration of a multi-span Timoshenko beam due to a load moving at a constant velocity. The load is considered to be a stationary process with a constant mean value and a variance. The effects of both velocity and statistical charact

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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

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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