A three-dimensional backfill–structure–soil/foundation interaction phenomenon is simulated
using the finite element method in order to analyze the dynamic behavior of cantilever …

The current work suggests mathematical model for the seismic response of submerged
cylindrical shells subjected to hygrothermal load. The structural damping effects are …

The present study deals with evaluation of the effects of different ground motions, backfill-
structure interaction (BSI) and soil-structure interaction (SSI) on dynamic response of a box …

This work aims to evaluate the free vibration of deformable fluid-filled rectangular tanks in
two dimensions. These tanks are surrounded by soil, and consequently, the soil-fluid …

A mass-spring mechanical model for linear sloshing of fluid in a rigid cylindrical tank with a
rigid annual baffle is developed. By means of the subdomain method, the complicated fluid …

This article presents an analytical technique for determining the free vibration response of a
rectangular tank. It is assumed that this structure has a flexible foundation and rigid walls …

Cantilever walls are frequently and necessarily built not only in earthquake prone regions
but also on different foundation subsoils with various physical and mechanical …

In this paper, the dynamic behavior of concrete rectangular tanks subjected to motions
caused by an earthquake considering the effects of soil-structure-fluid interaction is studied …

The main focus of the current study is to evaluate the dynamic behavior of a cantilever
retaining wall considering backfill and soil/foundation interaction effects. For this purpose, a …

This study aims to analyze the free vibrations of the Euler-Bernoulli beam vibrating in the
vicinity of an inviscid, irrotational, and incompressible fluid, as well as Winkler soil, using the …