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    Yield Safety, Cracking Control, and Moment Redistribution

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author:
    M. Z. Cohn
    ,
    Paolo Riva
    DOI: 10.1061/(ASCE)0733-9445(1992)118:2(447)
    Publisher: American Society of Civil Engineers
    Abstract: Yield safety is introduced as a variable that controls both the cracking under service conditions and the permissible redistribution of ductile structural concrete frameworks at the ultimate limit state. Limiting values of the yield safety that ensure satisfaction of the code‐specified cracking criteria are derived from the results of a comprehensive computer investigation. A parametric study of the yield‐safety factor against cracking identifies the reinforcing index, ω, the allowable crack width,
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      Yield Safety, Cracking Control, and Moment Redistribution

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31330
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    contributor authorM. Z. Cohn
    contributor authorPaolo Riva
    date accessioned2017-05-08T20:54:31Z
    date available2017-05-08T20:54:31Z
    date copyrightFebruary 1992
    date issued1992
    identifier other%28asce%290733-9445%281992%29118%3A2%28447%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31330
    description abstractYield safety is introduced as a variable that controls both the cracking under service conditions and the permissible redistribution of ductile structural concrete frameworks at the ultimate limit state. Limiting values of the yield safety that ensure satisfaction of the code‐specified cracking criteria are derived from the results of a comprehensive computer investigation. A parametric study of the yield‐safety factor against cracking identifies the reinforcing index, ω, the allowable crack width,
    publisherAmerican Society of Civil Engineers
    titleYield Safety, Cracking Control, and Moment Redistribution
    typeJournal Paper
    journal volume118
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1992)118:2(447)
    treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 002
    contenttypeFulltext
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