Design of non-linear semi-rigid steel frames with semi-rigid column bases
This article presents an analysis and design method for steel frames with semi-rigid connections and semirigid column bases. The analysis takes into account both the non-linear behaviour of beam-to-column connections and P-Δ effects of beam-column members. The Frye and Morris polynomial model is us...
Guardado en:
| Autores principales: | , |
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| Formato: | Artigo |
| Lenguaje: | Inglês |
| Publicado: |
Electronic Journals for Science and Engineering - International
2004-01-01
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| Colección: | Electronic Journal of Structural Engineering |
| Materias: | |
| Acceso en línea: | http://10.0.0.97/EJSE/article/view/37 |
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