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    Simplified Shear Design of Slender Reinforced Concrete Beams with Stirrups

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author:
    Zhi-Qi He
    ,
    Zhao Liu
    ,
    Zhongguo John Ma
    DOI: 10.1061/(ASCE)ST.1943-541X.0001394
    Publisher: American Society of Civil Engineers
    Abstract: For simplified shear design of slender reinforced concrete (RC) beams with stirrups, a modified variable-angle truss model is developed in this paper. In this model, an analytical solution of the inclination of struts (
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      Simplified Shear Design of Slender Reinforced Concrete Beams with Stirrups

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    contributor authorZhi-Qi He
    contributor authorZhao Liu
    contributor authorZhongguo John Ma
    date accessioned2017-05-08T22:26:53Z
    date available2017-05-08T22:26:53Z
    date copyrightFebruary 2016
    date issued2016
    identifier other45354860.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80789
    description abstractFor simplified shear design of slender reinforced concrete (RC) beams with stirrups, a modified variable-angle truss model is developed in this paper. In this model, an analytical solution of the inclination of struts (
    publisherAmerican Society of Civil Engineers
    titleSimplified Shear Design of Slender Reinforced Concrete Beams with Stirrups
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001394
    treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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