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    Strut and Tie Mechanism for Column Footings Weak in Shear

    Source: Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 001
    Author:
    John Springfield
    DOI: 10.1061/(ASCE)1084-0680(2008)13:1(2)
    Publisher: American Society of Civil Engineers
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      Strut and Tie Mechanism for Column Footings Weak in Shear

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49274
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    contributor authorJohn Springfield
    date accessioned2017-05-08T21:22:58Z
    date available2017-05-08T21:22:58Z
    date copyrightFebruary 2008
    date issued2008
    identifier other%28asce%291084-0680%282008%2913%3A1%282%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49274
    publisherAmerican Society of Civil Engineers
    titleStrut and Tie Mechanism for Column Footings Weak in Shear
    typeJournal Paper
    journal volume13
    journal issue1
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2008)13:1(2)
    treePractice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 001
    contenttypeFulltext
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