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http://dx.doi.org/10.12989/sem.2012.42.1.095

Response of forced Euler-Bernoulli beams using differential transform method  

Catal, Seval (Department of Civil Engineering, Faculty of Engineering (Applied Mathematics), Dokuz Eylul University)
Publication Information
Structural Engineering and Mechanics / v.42, no.1, 2012 , pp. 95-119 More about this Journal
Abstract
In this paper, forced vibration differential equations of motion of Euler-Bernoulli beams with different boundary conditions and dynamic loads are solved using differential transform method (DTM), analytical solutions. Then, the modal deflections of these beams are obtained. The calculated modal deflections using DTM are represented in tables and depicted in graphs and compared with the results of the analytical solutions where a very good agreement is observed.
Keywords
differential transform method; forced vibration; partial differential equations; natural frequencies;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
Times Cited By Web Of Science : 0  (Related Records In Web of Science)
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