Boundary element methods in dynamic analysis: Part II (1986-1996)

DE Beskos - 1997 - asmedigitalcollection.asme.org
A review of boundary element methods for the numerical solution of elastodynamic
problems covering the period 1986-1996 is presented. It is a continuation of a review article …

Prediction of blast-induced air over-pressure in open-pit mine: assessment of different artificial intelligence techniques

XN Bui, H Nguyen, HA Le, HB Bui, NH Do - Natural Resources Research, 2020 - Springer
Air over-pressure (AOp) is one of the products of blasting operations for rock fragmentation
in open-pit mines. It can cause structural vibration, smash glass doors, adversely affect the …

Full scale experimental study on vibration scattering using open and in-filled (GeoFoam) wave barriers

A Alzawi, MH El Naggar - Soil Dynamics and Earthquake Engineering, 2011 - Elsevier
Ground vibrations induced by machine foundations can cause unfavourable effects on the
nearby buildings ranging from annoyance to structural damage. Most of these vibrations …

Reduction of train-induced building vibrations by using open and filled trenches

M Adam, O Von Estorff - Computers & Structures, 2005 - Elsevier
A numerical investigation on the effectiveness of open and in-filled trenches in reducing the
building vibrations due to passing trains is presented. Particularly, a two-dimensional soil …

Reduction of ground vibration by means of barriers or soil improvement along a railway track

L Andersen, SRK Nielsen - Soil Dynamics and Earthquake Engineering, 2005 - Elsevier
Trains running in built-up areas are a source to ground-borne noise. A careful design of the
track may be one way of minimizing the vibrations in the surroundings. For example, open or …

Vibration isolation by a row of piles using a 3‐D frequency domain BEM

SE Kattis, D Polyzos, DE Beskos - International Journal for …, 1999 - Wiley Online Library
The problem of vibration isolation by a row of piles is numerically solved in a three‐
dimensional context by an advanced frequency domain boundary element method (BEM) …

A parametric study of wave barriers for reduction of train‐induced vibrations

YB Yang, HH Hung - International journal for numerical …, 1997 - Wiley Online Library
In this paper, a finite/infinite element scheme developed previously by the authors is
employed to investigate the effectiveness of three different wave barriers, ie, the open …

Efficiency of open and infill trenches in mitigating ground-borne vibrations

T Bose, D Choudhury, J Sprengel… - Journal of Geotechnical …, 2018 - ascelibrary.org
In the present-day context, man-made sources of ground-borne vibration are rising at a very
rapid rate due to increasing construction work, blasting activities, and rapidly expanding rail …

Three-dimensional analysis of rows of piles as passive barriers for ground vibration isolation

GY Gao, ZY Li, C Qiu, ZQ Yue - Soil Dynamics and Earthquake Engineering, 2006 - Elsevier
This paper presents a theoretical study on the ground vibration isolation efficiency by multi-
rows of piles as passive barrier in a three-dimensional context. Integral equations governing …

[图书][B] Wave propagation for train-induced vibrations: a finite/infinite element approach

YB Yang, H Hung - 2009 - books.google.com
For buildings and factories located near railway or subway lines, the vibrations caused by
the moving trains, especially at high speeds, may be annoying to the residents or …