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contributor authorAkira Mita
contributor authorJ. Enrique Luco
date accessioned2017-05-08T20:35:20Z
date available2017-05-08T20:35:20Z
date copyrightApril 1989
date issued1989
identifier other%28asce%290733-9410%281989%29115%3A4%28491%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20448
description abstractTables of impedance functions and effective input motions for rigid square foundations embedded in a uniform elastic half‐space are presented. The tables include numerical results obtained by a hybrid approach for embedment to half‐width ratios ranging from 1/3 to 3/2 and by a boundary element method for surface foundations. Media characterized by Poisson's ratios of 1/4, 1/3 and 0.4 are considered. The impedance functions include vertical, torsional, horizontal, rocking, and coupling terms. Effective foundation input motions for vertically incident
publisherAmerican Society of Civil Engineers
titleImpedance Functions and Input Motions for Embedded Square Foundations
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1989)115:4(491)
treeJournal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 004
contenttypeFulltext


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