Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Out-of plane Behaviour of I-Section Beam-columns with Slender Web
This article, being a companion paper of Gu and Chen (1997), concerns the out-of-plane behavior (lateral-torsional buckling) of welded I-section beam-columns with slender web. Theoretical and experimental studies show that relaxing the strict limit of web slenderness in traditional I-section beam-column design is possible and efficient. Web buckling/deflection does not seriously reduce the out-of-plane bearing capacity of such beam-columns. Design formulas are proposed for practical application to members with web slenderness 60 to 120.
Out-of plane Behaviour of I-Section Beam-columns with Slender Web
This article, being a companion paper of Gu and Chen (1997), concerns the out-of-plane behavior (lateral-torsional buckling) of welded I-section beam-columns with slender web. Theoretical and experimental studies show that relaxing the strict limit of web slenderness in traditional I-section beam-column design is possible and efficient. Web buckling/deflection does not seriously reduce the out-of-plane bearing capacity of such beam-columns. Design formulas are proposed for practical application to members with web slenderness 60 to 120.
Out-of plane Behaviour of I-Section Beam-columns with Slender Web
Yang, Y.H. (Autor:in) / Chen, S.F. (Autor:in)
Advances in Structural Engineering ; 1 ; 169-176
01.07.1998
8 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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