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contributor authorMuhammad A. Hawwa
date accessioned2017-05-08T22:38:39Z
date available2017-05-08T22:38:39Z
date copyrightApril 1998
date issued1998
identifier other%28asce%290733-9399%281998%29124%3A4%28422%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84776
description abstractA unified method is proposed for screening the ground-transmitted vibrations generated by machine foundations. The method is based on the solid-state phenomenon of Bragg resonance, which leads to the fact that periodic shallow trenches are capable of reflecting a considerable amount of wave energy if they are carefully designed to have a tuned periodicity with the propagating modes. The method of multiple scales is used to derive the coupled-mode equations, describing the interaction of propagating waves with the tuned periodic trenches. Reflection coefficients are calculated to evaluate the effectiveness of the trenches in reducing wave amplitudes.
publisherAmerican Society of Civil Engineers
titleVibration Isolation of Machine Foundations by Periodic Trenches
typeJournal Paper
journal volume124
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1998)124:4(422)
treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 004
contenttypeFulltext


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