This paper presents a finite element technique for determining the vibration characteristics of
a uniform Timoshenko beam-column supported on a two-parameter elastic foundation. The …

In this paper, a theoretical and numerical model based on the power series method is
investigated for the lateral buckling stability of tapered thin-walled beams with arbitrary cross …

The dynamic response of a Timoshenko beam resting on a Winkler-type elastic foundation
acted upon by a moving concentrated mass is analyzed and compared with the …

This paper presents the dynamic response of an Euler‐Bernoulli beam supported on two‐
parameter Pasternak foundation subjected to moving load as well as moving mass. Modal …

A simplified analytical approach to analyze soil-structure interaction of beam-column
elements (ie, beams, columns, piles, etc.) with generalized end-boundary conditions on a …

An improved approach based on the power series expansions is proposed to exactly
evaluate the static and buckling stiffness matrices for the linear stability analysis of axially …

Efficient beams on two-parameter elastic foundation finite elements have recently been
developed. The stiffness matrix and nodal loud vector of these elements have been derived …

A non-classical model for a Mindlin plate resting on an elastic foundation is developed in a
general form using a modified couple stress theory, a surface elasticity theory and a two …

A finite element procedure is developed for analysing the flexural vibrations of a uniform
Timoshenko beam‐column on a two‐parameter elastic foundation. The beam‐column is …

In this paper, the flexural-torsional buckling and free vibration of tapered thin-walled beam-
columns with arbitrary cross-section shape are extensively investigated. The governing …