Global Lateral Buckling of I-Shaped Girder Systems

A closed form solution for elastic global buckling of twin girder systems interconnected with cross frames is derived. Current design specifications for such systems only consider individual girder buckling between cross frames. The solution, which is suitable for design specifications, was develope...

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Veröffentlicht in:	Journal of structural engineering (New York, N.Y.) N.Y.), 2008-09, Vol.134 (9), p.1487-1494
Hauptverfasser:	Yura, Joseph, Helwig, Todd, Herman, Reagan, Zhou, Chong
Format:	Artikel
Sprache:	eng
Schlagworte:	TECHNICAL PAPERS
Online-Zugang:	Volltext
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