Behavior of Q690 high-strength steel columns: Part 1: Experimental investigation

With the increasing application of high-strength steel over the past years, the urgent problem is to determine buckling curves in current codes for design of axial compression columns fabricated by high-strength steel. The current design curves cannot cover the high-strength steel columns due to tha...

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Veröffentlicht in:	Journal of constructional steel research 2016-08, Vol.123, p.18-30
Hauptverfasser:	Li, Tian-Ji, Li, Guo-Qiang, Chan, Siu-Lai, Wang, Yan-Bo
Format:	Artikel
Sprache:	eng
Schlagworte:	Axial compression Bearing capacity Buckling Building codes Columns (structural) Deflection Experiments High strength steels High-strength steel Overall buckling Steel structures Ultimate tensile strength Welded box- and H-sections
Online-Zugang:	Volltext
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