YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Design and Construction Practice
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Design and Construction Practice
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Strength of Thin- and Thick-Walled Metal Beam–Columns Bent in Single and Double Curvature

    Source: Journal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 003::page 04026056-1
    Author:
    Rodríguez-Gutierrez, Jose Alfredo
    ,
    Aristizabal-Ochoa, Jose Dario
    DOI: 10.1061/JSDCCC.SCENG-2010
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe theoretical behavior of inelastic beam–columns subjected to axial load and biaxial bending is presented in detail, including the simultaneous effects of initial imperfections, residual stresses, and local buckling, particularly in thin-walled ...
    • Download: (1.387Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Strength of Thin- and Thick-Walled Metal Beam–Columns Bent in Single and Double Curvature

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4313256
    Collections
    • Journal of Structural Design and Construction Practice

    Show full item record

    contributor authorRodríguez-Gutierrez, Jose Alfredo
    contributor authorAristizabal-Ochoa, Jose Dario
    date accessioned2026-08-20T12:13:49Z
    date available2026-08-20T12:13:49Z
    date copyright2026/04/10
    date issued2026
    identifier otherJSDCCC.SCENG-2010.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313256
    description abstractAbstractThe theoretical behavior of inelastic beam–columns subjected to axial load and biaxial bending is presented in detail, including the simultaneous effects of initial imperfections, residual stresses, and local buckling, particularly in thin-walled ...
    publisherAmerican Society of Civil Engineers
    titleStrength of Thin- and Thick-Walled Metal Beam–Columns Bent in Single and Double Curvature
    typeJournal Article
    journal volume31
    journal issue3
    journal titleJournal of Structural Design and Construction Practice
    identifier doi10.1061/JSDCCC.SCENG-2010
    journal fristpage04026056-1
    journal lastpage04026056-19
    page19
    treeJournal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 003
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian