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    Prediction of Buckling Strength of Steel Column at Elevated Temperatures Based on Shanley Column Concept

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 008::page 04025114-1
    Author:
    Shin, Dongjin
    ,
    Lee, Cheol-Ho
    ,
    Koo, Jahun
    DOI: 10.1061/JSENDH.STENG-14426
    Publisher: American Society of Civil Engineers
    Abstract: AbstractDesign curves for steel columns at elevated temperatures in Eurocode 3 and AISC 360 become less accurate for temperatures below 400°C, whereas these low temperatures could be significant if the columns are subjected to high axial load. This study ...
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      Prediction of Buckling Strength of Steel Column at Elevated Temperatures Based on Shanley Column Concept

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4313330
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    • Journal of Structural Engineering

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    contributor authorShin, Dongjin
    contributor authorLee, Cheol-Ho
    contributor authorKoo, Jahun
    date accessioned2026-08-20T12:17:41Z
    date available2026-08-20T12:17:41Z
    date copyright2025/06/06
    date issued2025
    identifier otherJSENDH.STENG-14426.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313330
    description abstractAbstractDesign curves for steel columns at elevated temperatures in Eurocode 3 and AISC 360 become less accurate for temperatures below 400°C, whereas these low temperatures could be significant if the columns are subjected to high axial load. This study ...
    publisherAmerican Society of Civil Engineers
    titlePrediction of Buckling Strength of Steel Column at Elevated Temperatures Based on Shanley Column Concept
    typeJournal Article
    journal volume151
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14426
    journal fristpage04025114-1
    journal lastpage04025114-15
    page15
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 008
    contenttypeFulltext
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