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    Semirigid Steel Beam‐to‐Column Connections: Data Base and Modeling

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author:
    Wai‐Fah Chen
    ,
    N. Kishi
    DOI: 10.1061/(ASCE)0733-9445(1989)115:1(105)
    Publisher: American Society of Civil Engineers
    Abstract: The development of a data base on semi‐rigid steel beam‐to‐column connections at Purdue University using collected experimental test data is described. To build‐up this data base systematically, the Steel Connection Data Bank Program (SCDB) is developed. Using the system of tabulation and plotting in the SCDB program, the moment‐rotation characteristics of each connection type are made available, and the appropriate connection models are also given in the program.
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      Semirigid Steel Beam‐to‐Column Connections: Data Base and Modeling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30430
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    contributor authorWai‐Fah Chen
    contributor authorN. Kishi
    date accessioned2017-05-08T20:53:05Z
    date available2017-05-08T20:53:05Z
    date copyrightJanuary 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A1%28105%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30430
    description abstractThe development of a data base on semi‐rigid steel beam‐to‐column connections at Purdue University using collected experimental test data is described. To build‐up this data base systematically, the Steel Connection Data Bank Program (SCDB) is developed. Using the system of tabulation and plotting in the SCDB program, the moment‐rotation characteristics of each connection type are made available, and the appropriate connection models are also given in the program.
    publisherAmerican Society of Civil Engineers
    titleSemirigid Steel Beam‐to‐Column Connections: Data Base and Modeling
    typeJournal Paper
    journal volume115
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:1(105)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 001
    contenttypeFulltext
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