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contributor authorToyoaki Nogami
date accessioned2017-05-08T22:16:38Z
date available2017-05-08T22:16:38Z
date copyrightDecember 1987
date issued1987
identifier other%28asce%290733-9399%281987%29113%3A12%281918%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75931
description abstractA simple mechanical model is developed for the dynamic response analysis of a layered soil medium. Each layer in the medium is idealized as a system of one‐dimensional vertical elastic columns interconnected by the shear springs distributed along the column. The model is applied to formulate the dynamic response of the ground and beams lying on the ground. The obtained formulation is very efficient for computation. Numerical examples are provided to demonstrate the present approach. It is found that the present m6del can adequately reproduce the dynamic behavior of a continuous foundation medium.
publisherAmerican Society of Civil Engineers
titleNumerical Stimulation Model for Dynamic Response of Foundation Medium
typeJournal Paper
journal volume113
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1987)113:12(1918)
treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 012
contenttypeFulltext


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