Given the three-dimensional confinement, the geocell reinforcement can act as a beam that
can carry both bending and membrane stresses compared with only the planar membrane …

This paper addresses the static response of an infinite beam supported on a unilateral
(tensionless) two-parameter Pasternak foundation and subjected to complex transverse …

In the present study the accuracy of an efficient beam formulation for inelastic analysis of pile-
foundation systems is validated against a series of Laboratory Pushover tests on vertical …

Beams on elastic foundations are applied to a vast number of engineering problems.
Several elastic foundation models are available, from the simplest Winkler element with one …

The present paper is concerned with the behaviour of finite elastic beams, acted by a
moving transverse concentrated load, interacting with elastic foundations of different …

The presence of an axial load changes the system stiffness of an infinite beam on a
tensionless Winkler foundation, which also determines the solution form of the beam …

Buildings, railway tracks, drill strings and off-shore pipelines are all treated as structures on
elastic foundations in order to study their response behavior in many engineering …

The present study deals with static and dynamic behavior, including forced vibrations, of an
elastic rectangular plate supported along its edges by unilateral elastic springs. The plate is …

The classical problem of a beam on a tensionless Winkler elastic foundation is reconsidered
for the derivation of the conditions of complete contact between the beam and the …

As the deflection of a buried beam subjected to ground settlement is not consistent with the
ground displacement, an analytical model is introduced in this study for a buried beam on a …