During a severe earthquake, steel moment resisting frames are expected to experience significant inelastic deformation in their members and joints. This behaviour is dependent upon several design parameters such as member sizes, frame's overstrength, member deformation capacities and the detailing o
Generic frame model for simulation of earthquake responses of steel moment frames
โ Scribed by Masayoshi Nakashima; Koji Ogawa; Kazuo Inoue
- Publisher
- John Wiley and Sons
- Year
- 2002
- Tongue
- English
- Weight
- 236 KB
- Volume
- 31
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.148
No coin nor oath required. For personal study only.
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## Abstract It is well known that axial force โ bending moment interaction (NโM interaction) affects to a large extent the cyclic inelastic behaviour of structural elements, especially columns in framed structures, with reduction in bending capacity and loss of available ductility. A few studies ha