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    Seismic Durability of Retrofitted Reinforced‐Concrete Columns

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author:
    Harvey L. Coffman
    ,
    M. Lee Marsh
    ,
    Colin B. Brown
    DOI: 10.1061/(ASCE)0733-9445(1993)119:5(1643)
    Publisher: American Society of Civil Engineers
    Abstract: The seismic performances of four (three retrofitted and one control) half‐scale, circular, reinforced‐concrete columns were studied. The columns were 10‐ft high, 18‐in. diameter cantilevers. The longitudinal flexural steel was spliced to the foundation dowels just above the fixed base. A concentric axial load of 0.20
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      Seismic Durability of Retrofitted Reinforced‐Concrete Columns

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31710
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    contributor authorHarvey L. Coffman
    contributor authorM. Lee Marsh
    contributor authorColin B. Brown
    date accessioned2017-05-08T20:55:07Z
    date available2017-05-08T20:55:07Z
    date copyrightMay 1993
    date issued1993
    identifier other%28asce%290733-9445%281993%29119%3A5%281643%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31710
    description abstractThe seismic performances of four (three retrofitted and one control) half‐scale, circular, reinforced‐concrete columns were studied. The columns were 10‐ft high, 18‐in. diameter cantilevers. The longitudinal flexural steel was spliced to the foundation dowels just above the fixed base. A concentric axial load of 0.20
    publisherAmerican Society of Civil Engineers
    titleSeismic Durability of Retrofitted Reinforced‐Concrete Columns
    typeJournal Paper
    journal volume119
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:5(1643)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 005
    contenttypeFulltext
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