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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
Autor(en):
Beitrag für IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015, veröffentlicht in , S. 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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Bibliografische Angaben

Autor(en): (Hiroshima International University, Kure, Hiroshima, JAPAN)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015
Veröffentlicht in:
Seite(n): 905-912 Anzahl der Seiten (im PDF): 8
Seite(n): 905-912
Anzahl der Seiten (im PDF): 8
Jahr: 2015
DOI: 10.2749/222137815818358114
Abstrakt:

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.

Stichwörter:
Stahlbauwerk / -konstruktion Beulfestigkeit thermische Last