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PRECISE TIME-STEP INTEGRATION FOR THE DYNAMIC RESPONSE OF A CONTINUOUS BEAM UNDER MOVING LOADS

โœ Scribed by X.Q. ZHU; S.S. LAW


Publisher
Elsevier Science
Year
2001
Tongue
English
Weight
127 KB
Volume
240
Category
Article
ISSN
0022-460X

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โœฆ Synopsis


The dynamic response of a non-uniform continuous Euler}Bernoulli beam is analyzed with Hamilton's principle and the eigenpairs are obtained by the Ritz method. A high-precision integration method is used to calculate the dynamic responses of this beam. Numerical results show that the method is more accurate in the prediction of the vibration responses under the moving loads than the Newmark method.

2001 Academic Press


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DYNAMIC AMPLIFICATION FACTOR AND RESPONS
โœ E. SAVIN ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 443 KB

Analytic expressions of the dynamic ampli"cation factor and the characteristic response spectrum are derived for weakly damped beams with various boundary conditions subjected to point loads moving at constant speeds. These coe$cients are given as functions of the ratio of the span length to the loa