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Local buckling of steel sections under cyclic loading

โœ Scribed by George C. Lee; E.T. Lee


Publisher
Elsevier Science
Year
1994
Tongue
English
Weight
800 KB
Volume
29
Category
Article
ISSN
0143-974X

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The structural behavior of stub columns using fire-resistant steel has been investigated experimentally under uniform fire load. The newly-developed fire-resistant steel is proven to have higher strength at elevated temperature than that of conventional steel. Also, the requirement of fireprotection