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    Shear Retrofit of Flared RC Bridge Columns Subjected to Earthquakes

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 003
    Author:
    M. Saiid Saiidi
    ,
    Nadim I. Wehbe
    ,
    David H. Sanders
    ,
    Cory J. Caywood
    DOI: 10.1061/(ASCE)1084-0702(2001)6:3(189)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an evaluation of the seismic performance and retrofit of reinforced-concrete bridge columns with structural flares. Experimental and analytical studies were performed on four 40%-scale specimens. Two specimens represented the as-built columns, while the other two were retrofitted with steel jackets for shear capacity enhancement. The results indicate that some of the existing methods for evaluating the shear capacity of columns can be unconservative and could overestimate the shear capacity of the columns included in this study by 60%. It is also shown that by implementing proper detailing, steel jackets can be used to enhance the shear capacity and ductility of flared columns with no appreciable increase in the shear demand.
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      Shear Retrofit of Flared RC Bridge Columns Subjected to Earthquakes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50541
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    contributor authorM. Saiid Saiidi
    contributor authorNadim I. Wehbe
    contributor authorDavid H. Sanders
    contributor authorCory J. Caywood
    date accessioned2017-05-08T21:24:53Z
    date available2017-05-08T21:24:53Z
    date copyrightJune 2001
    date issued2001
    identifier other%28asce%291084-0702%282001%296%3A3%28189%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50541
    description abstractThis paper presents an evaluation of the seismic performance and retrofit of reinforced-concrete bridge columns with structural flares. Experimental and analytical studies were performed on four 40%-scale specimens. Two specimens represented the as-built columns, while the other two were retrofitted with steel jackets for shear capacity enhancement. The results indicate that some of the existing methods for evaluating the shear capacity of columns can be unconservative and could overestimate the shear capacity of the columns included in this study by 60%. It is also shown that by implementing proper detailing, steel jackets can be used to enhance the shear capacity and ductility of flared columns with no appreciable increase in the shear demand.
    publisherAmerican Society of Civil Engineers
    titleShear Retrofit of Flared RC Bridge Columns Subjected to Earthquakes
    typeJournal Paper
    journal volume6
    journal issue3
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2001)6:3(189)
    treeJournal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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