Buckling Temperature and Buckling Stress of a Steel Member with Lateral Bracing Caused by a Thermal Load
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Bibliographic Details
| Author(s): |
Takayoshi Nishino
(Hiroshima International University, Kure, Hiroshima, JAPAN)
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015 | ||||
| Published in: | IABSE Conference Geneva 2015 | ||||
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| Page(s): | 905-912 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2015 | ||||
| DOI: | 10.2749/222137815818358114 | ||||
| Abstract: |
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. |
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| Keywords: |
steel structure buckling strength thermal load lateral bracing buckling temperature theoretical analysis
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