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contributor authorFrancesco Castelli
contributor authorMichele Maugeri
date accessioned2017-05-08T21:46:26Z
date available2017-05-08T21:46:26Z
date copyrightOctober 2009
date issued2009
identifier other%28asce%29gt%2E1943-5606%2E0000122.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61874
description abstractPseudostatic approaches for the seismic analysis of pile foundations are attractive for practicing engineers because they are simple when compared to difficult and more complex dynamic analyses. To evaluate the internal response of piles subjected to earthquake loading, a simplified approach based on the “
publisherAmerican Society of Civil Engineers
titleSimplified Approach for the Seismic Response of a Pile Foundation
typeJournal Paper
journal volume135
journal issue10
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000107
treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 010
contenttypeFulltext


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