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    Laboratory Testing of Ultimate Capacity of Dented Tubular Members

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author:
    Einar Landet
    ,
    Inge Lotsberg
    DOI: 10.1061/(ASCE)0733-9445(1992)118:4(1071)
    Publisher: American Society of Civil Engineers
    Abstract: During 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
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      Laboratory Testing of Ultimate Capacity of Dented Tubular Members

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    https://yetl.yabesh.ir/yetl1/handle/yetl/31379
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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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    DSpace software copyright © 2002-2015  DuraSpace
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