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    Design of Concrete Members Subjected to Triaxial Compression

    Source: Practice Periodical on Structural Design and Construction:;2009:;Volume ( 014 ):;issue: 001
    Author:
    Sidney A. Guralnick
    ,
    Lukito Gunawan
    DOI: 10.1061/(ASCE)1084-0680(2009)14:1(43)
    Publisher: American Society of Civil Engineers
    Abstract: A new strength theory for the design of concrete members subjected to triaxial compression stress has been developed which is an extension of the traditional Mohr’s strength theory. This new theory explicitly relates the maximum principal stress,
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      Design of Concrete Members Subjected to Triaxial Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49314
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    contributor authorSidney A. Guralnick
    contributor authorLukito Gunawan
    date accessioned2017-05-08T21:23:02Z
    date available2017-05-08T21:23:02Z
    date copyrightFebruary 2009
    date issued2009
    identifier other%28asce%291084-0680%282009%2914%3A1%2843%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49314
    description abstractA new strength theory for the design of concrete members subjected to triaxial compression stress has been developed which is an extension of the traditional Mohr’s strength theory. This new theory explicitly relates the maximum principal stress,
    publisherAmerican Society of Civil Engineers
    titleDesign of Concrete Members Subjected to Triaxial Compression
    typeJournal Paper
    journal volume14
    journal issue1
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2009)14:1(43)
    treePractice Periodical on Structural Design and Construction:;2009:;Volume ( 014 ):;issue: 001
    contenttypeFulltext
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