This paper focuses on reviewing some classical soil-structure interaction models (SIMs)
based on different superstructures and soils and strives to establish the relations between …

In this study, free vibration of an Euler-Bernoulli beam resting on a variable Winkler
foundation is considered. Structures which are supported along their length such as beams …

Local subsidence induced by underneath erosion or excavation is usually encountered by
buried pipelines and tunnels, which in turn may cause distress to the existing pipelines and …

In this research, the differential quadrature method is employed to investigate the nonlocal
vibration of nanobeam resting on various types of Winkler elastic foundations such as …

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 …

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 …

A new method is proposed for the analysis of a moderately large deflection of an infinite
nonlinear beam resting on an elastic foundation under localized external loads. For that …

Using the Eringen nonlocal theory (ENT), the integral constitutive relation (ICR) can be
transformed into a corresponding differential constitutive relation (DCR). The inequivalence …

The present study investigates vibrations in the nonlinear regime of a partially elastically
connected beam with damage and either a curved or straight beam, focusing on the time …

The target of the present research is to analyze the free vibration of non-uniform nanobeam
resting on variable Winkler elastic foundation using the differential quadrature method. Non …