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    OPINION Procedures for Calculating the Shear Response of Reinforced Concrete Elements: A Discussion

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 012
    Author:
    Michael P. Collins
    DOI: 10.1061/(ASCE)0733-9445(1998)124:12(1485)
    Publisher: American Society of Civil Engineers
    Abstract: This paper demonstrates that the two so-called “conceptual errors” which are claimed to exist in the modified compression field theory are actually conceptual errors about the modified compression field theory.
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      OPINION Procedures for Calculating the Shear Response of Reinforced Concrete Elements: A Discussion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32910
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    contributor authorMichael P. Collins
    date accessioned2017-05-08T20:57:00Z
    date available2017-05-08T20:57:00Z
    date copyrightDecember 1998
    date issued1998
    identifier other%28asce%290733-9445%281998%29124%3A12%281485%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32910
    description abstractThis paper demonstrates that the two so-called “conceptual errors” which are claimed to exist in the modified compression field theory are actually conceptual errors about the modified compression field theory.
    publisherAmerican Society of Civil Engineers
    titleOPINION Procedures for Calculating the Shear Response of Reinforced Concrete Elements: A Discussion
    typeJournal Paper
    journal volume124
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1998)124:12(1485)
    treeJournal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 012
    contenttypeFulltext
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