Exact solutions for bending and free vibration of functionally graded beams resting on a Winkler-Pasternak elastic foundation are presented based on the two-di mensional theory of elasticity .

Based on the Winkler elastic foundation model,the total potential energy function for rectangular thin plate element is established.

An engineering case analysis is given to compare the results of Winkler elastic foundation method,continuous beam method and situ-test value.

Based upon the beam theory of Winkler elastic foundation and the characteristics of the interaction between soil and pile, the discrete springs are used to simulate the interaction of soil pile.

Based on the analysis of characteristic of lattice beam and cable engineering,the internal force of lattice beam is computed by Winkler elastic foundation beam theory,the method of assign load in the decussating node is discussed to overcome the disadvantages of present method,and the formula of internal force of the beam with finite distance is conducted.

Dynamic analysis of transversely isotropic shallow spherical shells of Winkler foundation subjected to impact force;

Analysis of elastic plate resting on Winkler foundation subjected to moving load by isoparametric element method;

Application of Green quasifunction method in vibration of simply-supported thin polygonic plates on Winkler foundation;