In this paper a solution to the problem of plates reinforced with beams is presented. The
adopted model takes into account the resulting inplane forces and deformations of the plate …

Simply supported nonlinear beam resting on linear elastic foundation and subjected to
harmonic loading is investigated. Parametric study is carried out in the view of the linear …

A numerical method of analysis is proposed for computation of the elastic settlement of raft
foundations using a FEM–BEM coupling technique. The structural model adopted for the raft …

In this paper a general solution for the analysis of plates stiffened by parallel beams
subjected to an arbitrary loading is presented. According to the proposed model, the …

抄録 A method is proposed for calculating the large deflection of beams on an elastic
foundation using the boundary integral equation method. The elastic foundation is assumed …

A boundary element–linear complementary equation method (BE–LCEM) is developed for
the bending of thick plates with free edges on unilateral elastic foundations with particular …

In this article, a coupled BEM-ALEM approach is presented to analyze the elastic thin plates
resting on saturated poroelastic multilayered soil with anisotropic permeability. The direct …

A new direct boundary element (BEM) technique is established to analyze plates on
tensionless elastic foundation. The soil is modeled as Winkler springs. The considered BEM …

In this paper an optimized model for the analysis of plates reinforced with beams is
presented as compared with other models used by various researchers. The adopted model …

In this paper the non-linear analysis of a composite Timoshenko beam with arbitrary variable
cross section undergoing moderate large deflections under general boundary conditions is …