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contributor authorEinar Landet
contributor authorInge Lotsberg
date accessioned2017-05-08T20:54:35Z
date available2017-05-08T20:54:35Z
date copyrightApril 1992
date issued1992
identifier other%28asce%290733-9445%281992%29118%3A4%281071%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31379
description abstractDuring the last few years a project on experimental investigation of the ultimate capacity of dented beam‐columns was performed at Veritas Offshore Technology and Services A.S. in Oslo, Norway. The purpose of the project is to determine experimentally the moment versus axial force versus rotation relationships for dented tubular steel members. The diameter thickness ratio of the tubular tested corresponds to that of typical members in jacket structures with
publisherAmerican Society of Civil Engineers
titleLaboratory Testing of Ultimate Capacity of Dented Tubular Members
typeJournal Paper
journal volume118
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1992)118:4(1071)
treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 004
contenttypeFulltext


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