Ultimate Moment of Bending on Steel Frame During Fire
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Lenka Lausova
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| Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
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2009, Volume 9, Issue 1, Pages 181-186
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Doi: Not indexed
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This paper compares a standard way of determining of critical temperature in steel construction and a possible behaviour of a symmetric statically indeterminate steel frame during fire from the aspect of bending moments and a load carrying capacity. There are shown advantages of steel constructions especially use of plastic joints.
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