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Finite element analysis of flush end-plate connections connected to column web

✍ Scribed by Mahmood Md Tahir; Irwan Juki; Lee Hong Yong; Shahrin Mohammad; Shek Poi Ngian


Book ID
107697241
Publisher
Korean Society of Steel Construction
Year
2011
Tongue
English
Weight
738 KB
Volume
11
Category
Article
ISSN
1598-2351

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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