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
โฆ LIBER โฆ
Finite element modelling of behaviours of steel beams and connections in fire
โ Scribed by T.C.H. Liu
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 876 KB
- Volume
- 36
- Category
- Article
- ISSN
- 0143-974X
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