AbstractThis paper presents a computational (finite element analysis) study for numerically simulating the elastic wave propagation problem in a two-dimensional homogeneous half space. The theoretical formulations of development and implementation of local non-reflecting boundary condition (NRBC) at the soil truncated boundaries has been discussed in detail. A dynamic analysis of the elastic soil domain using time marching scheme has been carried out and comparative studies of the responses from different boundary conditions at the truncated boundaries also has been provided to get the physical idea of the wave reflection phenomena and its absorption capability using NRBCs. The results justify the utility of implementing the local types of ...
The aim of this paper is to investigate and develop alternative methods for analyzing transient prob...
Summary. For finite element analysis of wave propagation in an elastic medium surrounded by an adjac...
This paper is concerned with a new prediction methodology for longitudinally invariant soil-structur...
In this paper some aspects of the use of non-reflecting boundaries in dynamic problems, analyzed in ...
Wave transmitting boundaries are used to truncate an infinite domain when analysing soil-structure i...
The author describes the application of certain conditions that deprive the boundaries of certain ar...
The most popular method for dynamic soil-structure interaction analysis is the finite element method...
Truncating the infinite domain with an artificial boundary and then analysing the problem in its fin...
This thesis presents the development of the displacement-unit-impulse-response-based modelling of un...
This paper reviews the direct stiffness method for the calculation of harmonic and transient wave pr...
Two new inclined boundary conditions are developed which constrain a homogeneous elastic isotropic h...
The object of this study is to develop a transmitting boundary suitable for use in numerical soluti...
Solution of the wave equation using techniques such as finite difference or finite element methods c...
Wave propagation both in one- and in two-dimensional saturated elastic porous media is analysed by m...
The presence of wave motion is the defining feature in many fields of application,such as electro-ma...
The aim of this paper is to investigate and develop alternative methods for analyzing transient prob...
Summary. For finite element analysis of wave propagation in an elastic medium surrounded by an adjac...
This paper is concerned with a new prediction methodology for longitudinally invariant soil-structur...
In this paper some aspects of the use of non-reflecting boundaries in dynamic problems, analyzed in ...
Wave transmitting boundaries are used to truncate an infinite domain when analysing soil-structure i...
The author describes the application of certain conditions that deprive the boundaries of certain ar...
The most popular method for dynamic soil-structure interaction analysis is the finite element method...
Truncating the infinite domain with an artificial boundary and then analysing the problem in its fin...
This thesis presents the development of the displacement-unit-impulse-response-based modelling of un...
This paper reviews the direct stiffness method for the calculation of harmonic and transient wave pr...
Two new inclined boundary conditions are developed which constrain a homogeneous elastic isotropic h...
The object of this study is to develop a transmitting boundary suitable for use in numerical soluti...
Solution of the wave equation using techniques such as finite difference or finite element methods c...
Wave propagation both in one- and in two-dimensional saturated elastic porous media is analysed by m...
The presence of wave motion is the defining feature in many fields of application,such as electro-ma...
The aim of this paper is to investigate and develop alternative methods for analyzing transient prob...
Summary. For finite element analysis of wave propagation in an elastic medium surrounded by an adjac...
This paper is concerned with a new prediction methodology for longitudinally invariant soil-structur...