Response of forced Euler-Bernoulli beams using differential transform method
作者： Seval Catal
DOI: 10.12989/SEM.2012.42.1.095
关键词:
摘要: In this paper, forced vibration differential equations of motion Euler-Bernoulli beams with different boundary conditions and dynamic loads are solved using transform method (DTM), analytical solutions. Then, the modal deflections these obtained. The calculated DTM represented in tables depicted graphs compared results solutions where a very good agreement is observed.
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