미분 변환법에 의한 쌍곡선형태 Winkler 탄성 지반상의 보 해석

Analysis of Beam Resting on Hyperbolic Winkler Elastic Foundation by Differential Transformation

In this paper, the numerical analysis of beam rest ing on hyperbolic Winkler elastic foundation by differential transformation is performed. Accordig to the change of parameter of hyperbolic Winkler elastic foundation, beam deformation is computed when the boundary conditions are clamped-clamped, pined-pined and clamped-free.