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contributor authorA. S. Veletsos
contributor authorI. B. Boaz
date accessioned2017-05-08T23:06:30Z
date available2017-05-08T23:06:30Z
date copyrightSeptember, 1979
date issued1979
identifier issn0195-0738
identifier otherJERTD2-26375#171_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92020
description abstractAfter a brief review of the principal effects of soil-structure interaction on the response of structures subjected to earthquakes, a simple practical procedure is presented for evaluating these effects. The procedure is next applied to a study of the response of a proposed 400-ft steel gravity platform in 300-ft water depth, and the results of the study are discussed. The structure investigated consists of three large-diameter legs of tubular construction interconnected by a truss-type bracing system and supported on three circular pads.
publisherThe American Society of Mechanical Engineers (ASME)
titleEffects of Soil-Structure Interaction on Seismic Response of a Steel Gravity Platform
typeJournal Paper
journal volume101
journal issue3
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.3446916
journal fristpage171
journal lastpage181
identifier eissn1528-8994
keywordsGravity (Force)
keywordsSteel
keywordsSoil
keywordsWater
keywordsConstruction
keywordsTrusses (Building)
keywordsBracing (Construction) AND Earthquakes
treeJournal of Energy Resources Technology:;1979:;volume( 101 ):;issue: 003
contenttypeFulltext


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