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    Effects of Transverse Bar Spacing on Bond of Spliced Reinforcing Bars in Fully Grouted Concrete Block Masonry

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author:
    Denise S. Sanchez
    ,
    Lisa R. Feldman
    DOI: 10.1061/(ASCE)ST.1943-541X.0001036
    Publisher: American Society of Civil Engineers
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      Effects of Transverse Bar Spacing on Bond of Spliced Reinforcing Bars in Fully Grouted Concrete Block Masonry

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4237318
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    • Journal of Structural Engineering

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    contributor authorDenise S. Sanchez
    contributor authorLisa R. Feldman
    date accessioned2017-12-16T09:00:29Z
    date available2017-12-16T09:00:29Z
    date issued2015
    identifier other%28ASCE%29ST.1943-541X.0001036.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237318
    publisherAmerican Society of Civil Engineers
    titleEffects of Transverse Bar Spacing on Bond of Spliced Reinforcing Bars in Fully Grouted Concrete Block Masonry
    typeJournal Paper
    journal volume141
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001036
    treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian