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contributor authorF. Abbassian
contributor authorT. B. Lau
contributor authorG. M. Zintilis
date accessioned2017-05-08T23:36:11Z
date available2017-05-08T23:36:11Z
date copyrightNovember, 1991
date issued1991
identifier issn0892-7219
identifier otherJMOEEX-28078#320_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108961
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.
publisherThe American Society of Mechanical Engineers (ASME)
title3-D Inelastic Behavior of Tubular Members Supported on Nonlinear Rotational Springs
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2919937
journal fristpage320
journal lastpage326
identifier eissn1528-896X
keywordsSprings
keywordsHinges
keywordsBracing (Construction)
keywordsEquations
keywordsPlasticity
keywordsStress
keywordsTheoretical analysis AND Offshore platform jackets
treeJournal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 004
contenttypeFulltext


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