YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Behavior of Reinforced High‐Strength‐Concrete Corbels

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author:
    Yook‐Kong Yong
    ,
    P. Balaguru
    DOI: 10.1061/(ASCE)0733-9445(1994)120:4(1182)
    Publisher: American Society of Civil Engineers
    Abstract: Results of an experimental investigation on the behavior of corbels made with high‐strength concrete in excess of 40 MPa are presented. A total of 16 life‐size corbels were tested, two of which were unreinforced. The primary variables of the investigation were presence of horizontal force, reinforcement ratio, and shear‐span‐to‐depth
    • Download: (912.0Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Behavior of Reinforced High‐Strength‐Concrete Corbels

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31952
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorYook‐Kong Yong
    contributor authorP. Balaguru
    date accessioned2017-05-08T20:55:29Z
    date available2017-05-08T20:55:29Z
    date copyrightApril 1994
    date issued1994
    identifier other%28asce%290733-9445%281994%29120%3A4%281182%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31952
    description abstractResults of an experimental investigation on the behavior of corbels made with high‐strength concrete in excess of 40 MPa are presented. A total of 16 life‐size corbels were tested, two of which were unreinforced. The primary variables of the investigation were presence of horizontal force, reinforcement ratio, and shear‐span‐to‐depth
    publisherAmerican Society of Civil Engineers
    titleBehavior of Reinforced High‐Strength‐Concrete Corbels
    typeJournal Paper
    journal volume120
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1994)120:4(1182)
    treeJournal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 004
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian