Test of Steel Beam‐Columns Subject to Sidesway
✍ Scribed by Nakashima, Masayoshi; Takanashi, Koichi; Kato, Hiroto
- Book ID
- 121218028
- Publisher
- American Society of Civil Engineers
- Year
- 1990
- Tongue
- English
- Weight
- 922 KB
- Volume
- 116
- Category
- Article
- ISSN
- 0733-9445
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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
This paper addresses an innovative semi-analytical non-discretisation numerical methodology for the non-linear dynamic analysis of steel beam-column elements subjected to loading produced by an explosion. For the mechanical-based formulation, the steel beam-column member is modelled as being restrai