Evaluation of Different Methods for Considering Bar-Concrete Interaction in Nonlinear Dynamic Analysis of RC Frames by Using Layer Section Theory
In this paper, the bond-slip effect has been applied to the numerical equations in the process of nonlinear dynamic analysis of reinforced concrete frames. The formulation is similar to that of the layer section theory, but the perfect bond assumption has been removed. The precision of the proposed...
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| Auteurs principaux: | , |
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| Format: | Artigo |
| Langue: | Inglês |
| Publié: |
Joint Coordination Centre of the World Bank assisted National Agricultural Research Programme (NARP)
2011-08-01
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| Collection: | Journal of Applied Sciences and Environmental Management |
| Sujets: | |
| Accès en ligne: | https://www.ajol.info/index.php/jasem/article/view/68509 |
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