Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/11096
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dc.contributor.authorBisht, Risheendra Singh-
dc.date.accessioned2014-11-26T04:11:29Z-
dc.date.available2014-11-26T04:11:29Z-
dc.date.issued1989-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/11096-
dc.guidePandey, Ashok D.-
dc.description.abstractIn the present study an attempt has been made to analyze a mathematically idealized Offshore Structural sys-tem and to study the effect of soil flexibility on it's overall response. To create a random nature of Ocean en-vironment an attempt has also been made to simulate the ran-dom wave surface elevation so as to subject our structure to realistic wave forces. The response of the structure to these wave forces with variation in soil flexibility was studied for three typical cases viz. the displacement response at top, the shearing stress and the bending stress at base.en_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectSOIL - STRUCTURE INTERACTIONen_US
dc.subjectOFFSHORE STRUCTUREen_US
dc.subjectSOIL FLEXIBILITYen_US
dc.titleSOIL - STRUCTURE INTERACTION IN OFFSHORE STRUCTUREen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number245095en_US
Appears in Collections:MASTERS' THESES (Earthquake Engg)

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