A new beam-column model for seismic analysis of RC frames – Part I: Model derivation
In this study, a reliable and computationally efficient beam-column model is proposed for seismic analysis of Reinforced Concrete (RC) frames. The model is a simplified version of the Flexibility-Based Fiber Models (FBFMs), which rely on dividing the element length into small segments and dividing t...
Guardat en:
| Autors principals: | , , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Elsevier
2011-12-01
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| Col·lecció: | Alexandria Engineering Journal |
| Matèries: | |
| Accés en línia: | http://www.sciencedirect.com/science/article/pii/S1110016812000051 |
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