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dc.contributor.authorF. Abbassian
dc.contributor.authorT. B. Lau
dc.contributor.authorG. M. Zintilis
dc.date.accessioned2017-05-08T23:36:11Z
dc.date.available2017-05-08T23:36:11Z
dc.date.copyrightNovember, 1991
dc.date.issued1991
dc.identifier.issn0892-7219
dc.identifier.otherJMOEEX-28078#320_1.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/108961
dc.description.abstractThis paper considers a theoretical analysis of the inelastic response of tubular brace members of offshore jackets which are supported on nonlinear rotational end springs and subjected to axial load and generally applied end bending moments. The present analysis is based on the concept of 3-D plastic hinge formation. The method assumes that plasticity is confined to discrete plastic hinges while the rest of the member remains elastic. This allows a rapid nonlinear analysis of the axial behavior of the member by a sequence of elastic solutions of the classical beam-column equations. It is shown that the model is able to simulate closely and efficiently the 3-D inelastic behavior of brace members under the foregoing support conditions.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.title3-D Inelastic Behavior of Tubular Members Supported on Nonlinear Rotational Springs
dc.typeJournal Paper
dc.journal.volume113
dc.journal.issue4
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.2919937
dc.journal.fristpage320
dc.journal.lastpage326
dc.identifier.eissn1528-896X
dc.keywordsSprings
dc.keywordsHinges
dc.keywordsBracing (Construction)
dc.keywordsEquations
dc.keywordsPlasticity
dc.keywordsStress
dc.keywordsTheoretical analysis AND Offshore platform jackets
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 004
dc.contenttypeFulltext


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