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contributor authorM. Novak
contributor authorH. Mitwally
date accessioned2017-05-08T23:33:23Z
date available2017-05-08T23:33:23Z
date copyrightFebruary, 1990
date issued1990
identifier issn0892-7219
identifier otherJMOEEX-28063#35_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/107349
description abstractDynamic pile-soil-pile interaction is analyzed using dynamic interaction factors. For pile groups, complex stiffness matrices are formulated in closed form for excitation in all vibration modes and introduced into the analysis of an offshore tower. The effects of dynamic pile-soil-pile interaction on tower response to random wave forces are demonstrated. Temporal as well as spatial randomness of wave forces are considered.
publisherThe American Society of Mechanical Engineers (ASME)
titleRandom Response of Offshore Towers With Pile-Soil-Pile Interaction
typeJournal Paper
journal volume112
journal issue1
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2919833
journal fristpage35
journal lastpage41
identifier eissn1528-896X
keywordsOcean engineering
keywordsSoil
keywordsWave forces
keywordsStiffness AND Vibration
treeJournal of Offshore Mechanics and Arctic Engineering:;1990:;volume( 112 ):;issue: 001
contenttypeFulltext


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