YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • 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

    Fracture Toughness Demands in Welded Beam-Column Moment Connections

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author:
    Wei-Ming Chi
    ,
    Gregory G. Deierlein
    ,
    Anthony Ingraffea
    DOI: 10.1061/(ASCE)0733-9445(2000)126:1(88)
    Publisher: American Society of Civil Engineers
    Abstract: Detailed 2D and 3D finite-element analyses are used to study fracture toughness requirements in welded beam-column connections. Toughness demands are quantified in terms of the elastic stress intensity factor
    • Download: (406.1Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Fracture Toughness Demands in Welded Beam-Column Moment Connections

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/33281
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorWei-Ming Chi
    contributor authorGregory G. Deierlein
    contributor authorAnthony Ingraffea
    date accessioned2017-05-08T20:57:31Z
    date available2017-05-08T20:57:31Z
    date copyrightJanuary 2000
    date issued2000
    identifier other%28asce%290733-9445%282000%29126%3A1%2888%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33281
    description abstractDetailed 2D and 3D finite-element analyses are used to study fracture toughness requirements in welded beam-column connections. Toughness demands are quantified in terms of the elastic stress intensity factor
    publisherAmerican Society of Civil Engineers
    titleFracture Toughness Demands in Welded Beam-Column Moment Connections
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2000)126:1(88)
    treeJournal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 001
    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