Ductility Increasing for Concrete Columns. Experimental Results
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Détails bibliographiques
| Auteur(s): |
Alexandru Cosmin Daescu
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Publié dans: | IABSE Congress Chicago 2008 | ||||
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| Page(s): | 510-511 | ||||
| Nombre total de pages (du PDF): | 6 | ||||
| Année: | 2008 | ||||
| DOI: | 10.2749/222137908796293622 | ||||
| Abstrait: |
The research program presented here contains a short theoretical and experimental study upon the reinforced concrete columns retrofitted using composite materials. The aim is to clarify some of the aspects regarding the ductility of these types of elements. One part of the study is that it aims to establish the type of interaction between two methods of retrofitting, namely in bending and by confinement. The actual codes present only the computational methods for each individual situation, but not for the superposition of the two retrofitting methods. |
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| Mots-clé: |
béton colonnes retrofit
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