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Imperfect interface model and dynamic interaction mechanism around tunnels under seismic waves: A review
XQ Fang, HW Ma, CS Zhu, QL Ding, ZG Zhu… - … and Underground Space …, 2023 - Elsevier
Serving behavior of tunnels under normal working conditions but also extreme events such
as earthquakes is very important for the safe and long-time operation, and effective …
as earthquakes is very important for the safe and long-time operation, and effective …
[BOEK][B] The boundary element method, volume 2: applications in solids and structures
MH Aliabadi - 2002 - books.google.com
The boundary element method (BEM) is a modern numerical technique, which has enjoyed
increasing popularity over the last two decades, and is now an established alternative to …
increasing popularity over the last two decades, and is now an established alternative to …
Vibration isolation using open or filled trenches: Part 1: 2-D homogeneous soil
DE Beskos, B Dasgupta, IG Vardoulakis - Computational mechanics, 1986 - Springer
The problem of structural isolation from ground transmitted vibrations by open or infilled
trenches under conditions of plane strain is numerically studied. The soil medium is …
trenches under conditions of plane strain is numerically studied. The soil medium is …
Elastic waves in continuous and discontinuous geological media by boundary integral equation methods: A review
GD Manolis, PS Dineva - Soil Dynamics and Earthquake Engineering, 2015 - Elsevier
In this review paper, we concentrate on the use of boundary integral equation (BIE) based
methods for the numerical modeling of elastic wave motion in naturally occurring media. The …
methods for the numerical modeling of elastic wave motion in naturally occurring media. The …
[BOEK][B] Wave propagation in viscoelastic and poroelastic continua: a boundary element approach
M Schanz - 2012 - books.google.com
Wave propagation is an important topic in engineering sciences, especially, in the field of
solid mechanics. A description of wave propagation phenomena is given by Graff [98]: The …
solid mechanics. A description of wave propagation phenomena is given by Graff [98]: The …
Dynamic response of 3‐D rigid surface foundations by time domain boundary element method
The dynamic response of three‐dimensional rigid surface foundations of arbitrary shape is
numerically obtained. The foundations are placed on a linear elastic, isotropic and …
numerically obtained. The foundations are placed on a linear elastic, isotropic and …
A boundary element procedure for transient wave propagations in two-dimensional isotropic elastic media
H Antes - Finite Elements in Analysis and Design, 1985 - Elsevier
An integral formulation of the elastodynamic equations is presented and discretized to
develope a numerical solution procedure. Constant space and linear time dependent …
develope a numerical solution procedure. Constant space and linear time dependent …
Numerical operational methods for time‐dependent linear problems
GV Narayanan, DE Beskos - International Journal for …, 1982 - Wiley Online Library
A general and systematic discussion on the use of the operational method of Laplace
transform for numerically solving complex time‐dependent linear problems is presented …
transform for numerically solving complex time‐dependent linear problems is presented …
Multi‐domain BEM for two‐dimensional problems of elastodynamics
S Ahmad, PK Banerjee - International journal for numerical …, 1988 - Wiley Online Library
An advanced implementation of the boundary element technique for the periodic and
transient dynamic analyses of two‐dimensional elastic or visco elastic solids of arbitrary …
transient dynamic analyses of two‐dimensional elastic or visco elastic solids of arbitrary …
Boundary element method for dynamic poroelastic and thermoelastic analyses
J Chen, GF Dargush - International Journal of Solids and Structures, 1995 - Elsevier
A boundary element method is developed for transient and time harmonic analysis of
problems in dynamic poroelasticity and generalized thermoelasticity, involving both two-and …
problems in dynamic poroelasticity and generalized thermoelasticity, involving both two-and …