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contributor authorWilliam T. Thomson
contributor authorTakuji Kobori
date accessioned2017-05-08T23:07:25Z
date available2017-05-08T23:07:25Z
date copyrightDecember, 1963
date issued1963
identifier issn0021-8936
identifier otherJAMCAV-25732#579_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92524
description abstractEquation for the compliance of the ground, considered as an elastic half-space under a rectangular foundation slab, is developed for harmonic forces normal to the ground. Displacement of the center of the slab for several rectangular shapes is evaluated numerically and plotted as a function of the frequency. A closed-form solution for the limiting case of zero frequency is shown to agree exactly with the static problem of Love [7].
publisherThe American Society of Mechanical Engineers (ASME)
titleDynamical Compliance of Rectangular Foundations on an Elastic Half-Space
typeJournal Paper
journal volume30
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3636622
journal fristpage579
journal lastpage584
identifier eissn1528-9036
keywordsElastic half space
keywordsSlabs
keywordsDisplacement
keywordsEquations
keywordsShapes AND Force
treeJournal of Applied Mechanics:;1963:;volume( 030 ):;issue: 004
contenttypeFulltext


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