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Steel square hollow sections subjected to transverse blast loads

โœ Scribed by H.H. Jama; G.N. Nurick; M.R. Bambach; R.H. Grzebieta; X.L. Zhao

Book ID
113940495
Publisher
Elsevier Science
Year
2012
Tongue
English
Weight
856 KB
Volume
53
Category
Article
ISSN
0263-8231

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Finite element analysis of steel beam to
Finite element analysis of steel beam to column connections subjected to blast loads
โœ Tapan Sabuwala; Daniel Linzell; Theodor Krauthammer ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 677 KB

The behavior of fully restrained steel connections subjected to blast loads was examined using finite element analysis. Two connections that were tested as part of the AISC Northridge Moment Connection Test Program (Report for AISC, 1994) were studied using ABAQUS. Models were validated by comparing