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    Eccentric Axial Load Capacity of High-Strength Steel-Concrete Composite Columns of Various Sectional Shapes

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author:
    Chang-Soo Kim
    ,
    Hong-Gun Park
    ,
    Kyung-Soo Chung
    ,
    In-Rak Choi
    DOI: 10.1061/(ASCE)ST.1943-541X.0000879
    Publisher: American Society of Civil Engineers
    Abstract: Two concrete-filled steel tube columns and four concrete-encased steel columns using high-strength steel (yield strength
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      Eccentric Axial Load Capacity of High-Strength Steel-Concrete Composite Columns of Various Sectional Shapes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/68818
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    • Journal of Structural Engineering

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    contributor authorChang-Soo Kim
    contributor authorHong-Gun Park
    contributor authorKyung-Soo Chung
    contributor authorIn-Rak Choi
    date accessioned2017-05-08T22:01:06Z
    date available2017-05-08T22:01:06Z
    date copyrightApril 2014
    date issued2014
    identifier other%28asce%29st%2E1943-541x%2E0000922.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68818
    description abstractTwo concrete-filled steel tube columns and four concrete-encased steel columns using high-strength steel (yield strength
    publisherAmerican Society of Civil Engineers
    titleEccentric Axial Load Capacity of High-Strength Steel-Concrete Composite Columns of Various Sectional Shapes
    typeJournal Paper
    journal volume140
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000879
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 004
    contenttypeFulltext
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