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

dc.contributor.author	Shin, Dongjin
dc.contributor.author	Lee, Cheol-Ho
dc.contributor.author	Koo, Jahun
dc.date.accessioned	2026-08-20T12:17:41Z
dc.date.available	2026-08-20T12:17:41Z
dc.date.copyright	2025/06/06
dc.date.issued	2025
dc.identifier.other	JSENDH.STENG-14426.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4313330
dc.description.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 ...
dc.publisher	American Society of Civil Engineers
dc.title	Prediction of Buckling Strength of Steel Column at Elevated Temperatures Based on Shanley Column Concept
dc.type	Journal Article
dc.journal.volume	151
dc.journal.issue	8
dc.journal.title	Journal of Structural Engineering
dc.identifier.doi	10.1061/JSENDH.STENG-14426
dc.journal.fristpage	04025114-1
dc.journal.lastpage	04025114-15
dc.page	15
dc.tree	Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 008
dc.contenttype	Fulltext