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Buckling Temperature and Buckling Stress of a Steel Member with Lateral Bracing Caused by a Thermal Load

 Buckling Temperature and Buckling Stress of a Steel Member with Lateral Bracing Caused by a Thermal Load
Auteur(s):
Présenté pendant IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015, publié dans , pp. 905-912
DOI: 10.2749/222137815818358114
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This paper deals with the buckling of a slender steel member with lateral bracing. The buckling phenomenon is buckling by a thermal load, not by an external force. The buckling quantities of intere...
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Détails bibliographiques

Auteur(s): (Hiroshima International University, Kure, Hiroshima, JAPAN)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015
Publié dans:
Page(s): 905-912 Nombre total de pages (du PDF): 8
Page(s): 905-912
Nombre total de pages (du PDF): 8
Année: 2015
DOI: 10.2749/222137815818358114
Abstrait:

This paper deals with the buckling of a slender steel member with lateral bracing. The buckling phenomenon is buckling by a thermal load, not by an external force. The buckling quantities of interest are the buckling temperature and the buckling stress. A theoretical method to obtain the relations between these quantities and the bracing rigidity is shown in this paper.

Mots-clé:
Structure / charpente en acier