Time-dependent performance of ribbed plates on multi-layered fractional viscoelastic cross-anisotropic saturated soils

ZY Ai, YH Jiang, YZ Zhao, JJ Mu - Engineering Analysis with Boundary …, 2022 - Elsevier
The ribbed plate is divided into the rib-beams and the plate, in which the rib-beams are
analyzed by the cross-beam theory, and the plate is assumed to be a Mindlin plate. The rib …

Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems

AR Neto, ED Leonel - Engineering Analysis with Boundary Elements, 2021 - Elsevier
This study presents a coupling formulation for the mechanical modelling of
nonhomogeneous reinforced 3D structural systems. The coupling of dissimilar reinforced …

A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads

ES Luamba, JB de Paiva - Engineering Analysis with Boundary Elements, 2019 - Elsevier
In this paper, soil-structure interaction problems are analysed using a three-dimensional
formulation obtained by combining the Boundary Element Method (BEM) and the Finite …

The mechanical modelling of nonhomogeneous reinforced structural systems by a coupled BEM formulation

AR Neto, ED Leonel - Engineering Analysis with Boundary Elements, 2019 - Elsevier
This study presents an accurate numerical formulation for the mechanical modelling of
nonhomogeneous reinforced structures. Structural systems complex and efficient utilise …

Seismic response of soil-structure interaction using the support vector regression

RT Mirhosseini - Structural Engineering and Mechanics, An Int'l Journal, 2017 - dbpia.co.kr
In this paper, a different technique to predict the effects of soil-structure interaction (SSI) on
seismic response of building systems is investigated. The technique use a machine learning …

Static analysis of shear flexible beams and frames in adhesive contact with an isotropic elastic half-plane using a coupled FE–BIE model

E Tezzon, N Tullini, F Minghini - Engineering Structures, 2015 - Elsevier
Shear deformable beams and frames in perfect adhesion with an isotropic elastic half-space
are analysed in plane strain or plain stress states. By means of a mixed variational …

Numerically based parametric analysis of mat foundations

SW Tabsh, M El-Emam, P Partazian - Practice Periodical on …, 2020 - ascelibrary.org
This study uses the finite element method to investigate the behavior of symmetrical mats
subjected to concentrated loads. The analysis considers different mat geometries, soil …

In-plane bending of Timoshenko beams in bilateral frictionless contact with an elastic half-space using a coupled FE-BIE method

D Baraldi, N Tullini - Engineering Analysis with Boundary Elements, 2018 - Elsevier
Making use of a mixed variational formulation including the Green function of the substrate,
a finite element model is derived for the static analysis of Timoshenko beams in bilateral …

A coupled FE-BIE model for the static analysis of Timoshenko beams bonded to an orthotropic elastic half-plane

E Tezzon, N Tullini, L Lanzoni - Engineering Analysis with Boundary …, 2016 - Elsevier
Interface displacements, surface tractions and stresses of a flexible beam bonded to an
elastic orthotropic half-plane are analysed by means of a Finite Element-Boundary Integral …

Elastic thin plate resting on saturated multilayered soils with anisotropic permeability and elastic superstrata

Z Yong Ai, Z Cao, J Jing Mu, B Kai Shi - International Journal of …, 2018 - ascelibrary.org
The fundamental solution for saturated multilayered soils with anisotropic permeability and
elastic superstrata is deduced by gathering the analytical layer elements of single-phase soil …