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    Strength and Ductility of Concrete Encased Composite Columns

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author:
    Sherif El-Tawil
    ,
    Gregory G. Deierlein
    DOI: 10.1061/(ASCE)0733-9445(1999)125:9(1009)
    Publisher: American Society of Civil Engineers
    Abstract: Concrete encased composite column design provisions of the American Concrete Institute Code (ACI 318), AISC-LRFD Specification, and the AISC Seismic Provisions are reviewed and evaluated based on fiber section analyses that account for the inelastic behavior of steel and concrete, including the effects of strength and confinement on the concrete's stress-strain properties. Trial column designs are analyzed to evaluate their strength and ductility as a function of the ratio of structural steel to gross column area, the nominal compression strength of concrete, and confinement of concrete by seismic hoop reinforcing. The analyses highlight known differences in the calculated nominal strength requirements between the ACI 318 and AISC-LRFD provisions and suggest a review of criteria used to establish the limits of the provisions. Compared to columns with low- to medium-strength concrete, columns with high-strength concrete
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      Strength and Ductility of Concrete Encased Composite Columns

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33245
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    contributor authorSherif El-Tawil
    contributor authorGregory G. Deierlein
    date accessioned2017-05-08T20:57:29Z
    date available2017-05-08T20:57:29Z
    date copyrightSeptember 1999
    date issued1999
    identifier other%28asce%290733-9445%281999%29125%3A9%281009%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33245
    description abstractConcrete encased composite column design provisions of the American Concrete Institute Code (ACI 318), AISC-LRFD Specification, and the AISC Seismic Provisions are reviewed and evaluated based on fiber section analyses that account for the inelastic behavior of steel and concrete, including the effects of strength and confinement on the concrete's stress-strain properties. Trial column designs are analyzed to evaluate their strength and ductility as a function of the ratio of structural steel to gross column area, the nominal compression strength of concrete, and confinement of concrete by seismic hoop reinforcing. The analyses highlight known differences in the calculated nominal strength requirements between the ACI 318 and AISC-LRFD provisions and suggest a review of criteria used to establish the limits of the provisions. Compared to columns with low- to medium-strength concrete, columns with high-strength concrete
    publisherAmerican Society of Civil Engineers
    titleStrength and Ductility of Concrete Encased Composite Columns
    typeJournal Paper
    journal volume125
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1999)125:9(1009)
    treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 009
    contenttypeFulltext
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