STRUCTURAL ENGINEERING AND MECHANICS, vol.42, no.1, pp.95-119, 2012 (SCI-Expanded)
Article / Article
STRUCTURAL ENGINEERING AND MECHANICS
Science Citation Index Expanded (SCI-EXPANDED)
differential transform method, forced vibration, partial differential equations, natural frequencies, FREE-VIBRATION, ELASTIC SOIL
Dokuz Eylül University Affiliated:
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.