A finite element (FE) based soil-structure interaction (SSI) model is presented and parallelized for applications on distributed systems. The SSI model is established by combining two methods: the Consistent Infinitesimal FE Cell Method (also referred to as 'the scaled boundary-finite element method') proposed by Wolf and Song (Finite-element modelling of unbounded media, Wiley, England, 1996) for modelling the soil region extending to infinity (far-field), and the standard FE for the finite region (near-field) and the structure. By using this combined model, a computer program for harmonic and transient analyses of soil-structure systems is coded. The model is investigated by solving various example problems existing in the literature. The...
ABSTRACT: Described here is the Plastic Domain Decomposition (PDD) Method for par-allel elastic-plas...
Convolutional perfectly matched layer (CPML) models in the finite element time domain (FETD) can sav...
This paper is concerned with a new prediction methodology for longitudinally invariant soil-structur...
A parallel soil-structure interaction (SSI) model is presented for applications on distributed compu...
This paper introduces a parallel algorithm for the scaled boundary finite element method (SBFEM). Th...
The final publication is available at Springer via http://dx.doi.org/10.1007/s10915-011-9551-xThis p...
A practical and efficient coupling method for performing nonlinear static pushover or time history a...
This paper discusses the coupling of finite element and fast boundary element methods for the soluti...
Implementation of an improved parallel computation algorithm into a coupled model based on Finite E...
In civil engineering, and more particularly in structural mechanics, computational tools are used to...
This thesis presents the development of the displacement-unit-impulse-response-based modelling of un...
A simple three-dimensional soil-structure interaction (SSI) model is proposed. First, a model is dev...
The soil-structure interaction analysis of structures is a complex and broad area of research in str...
Convolutional perfectly matched layer (CPML) models in the finite element time domain (FETD) can sav...
This paper applies a parallel algorithm for a coupled Finite Element/Scaled Boundary Element (FEM/SB...
ABSTRACT: Described here is the Plastic Domain Decomposition (PDD) Method for par-allel elastic-plas...
Convolutional perfectly matched layer (CPML) models in the finite element time domain (FETD) can sav...
This paper is concerned with a new prediction methodology for longitudinally invariant soil-structur...
A parallel soil-structure interaction (SSI) model is presented for applications on distributed compu...
This paper introduces a parallel algorithm for the scaled boundary finite element method (SBFEM). Th...
The final publication is available at Springer via http://dx.doi.org/10.1007/s10915-011-9551-xThis p...
A practical and efficient coupling method for performing nonlinear static pushover or time history a...
This paper discusses the coupling of finite element and fast boundary element methods for the soluti...
Implementation of an improved parallel computation algorithm into a coupled model based on Finite E...
In civil engineering, and more particularly in structural mechanics, computational tools are used to...
This thesis presents the development of the displacement-unit-impulse-response-based modelling of un...
A simple three-dimensional soil-structure interaction (SSI) model is proposed. First, a model is dev...
The soil-structure interaction analysis of structures is a complex and broad area of research in str...
Convolutional perfectly matched layer (CPML) models in the finite element time domain (FETD) can sav...
This paper applies a parallel algorithm for a coupled Finite Element/Scaled Boundary Element (FEM/SB...
ABSTRACT: Described here is the Plastic Domain Decomposition (PDD) Method for par-allel elastic-plas...
Convolutional perfectly matched layer (CPML) models in the finite element time domain (FETD) can sav...
This paper is concerned with a new prediction methodology for longitudinally invariant soil-structur...