Global RC Structural Damage Index Based on the Assessment of Local Material Damage

Author:

Amziane Sofiane1,Dubé Jean Francois2

Affiliation:

1. Universiteé Blaise Pascal, LAMI, Polytech'Clermont-Ferrand, France.

2. Université Montpellier II, LMGC - UMR 5508 CNRS-U, France.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference21 articles.

1. Amziane, S. and Loukili, A. (1999). “Experimental study of static and cyclic behaviour of steel fibre reinforced high performance concrete.” Materials and Structures, 32(219), 348-353.

2. Banon, H., Biggs, J. M. and Irvine, H. M. (1981). “Seismic damage in reinforced concrete frames.” Journal of Structural Division. Proceedings of the American Society of Civil Engineers, 107(ST9), 1713-1729.

3. Chung, Y. S., Meyer, C. and Shinozuka, M. (1987). “Seismic damage assessment of reinforced concrete members.” Report NCEER-87-0022, National Center for Earthquake Engineering Research, State University of New York at Buffalo, NY.

4. Courbon, J. (1996). “Plasticité appliquée au calcul des structures.” Techniques de l'ingénieur 11-1996, C2050, C2-I Construction - Structure, 1-10.

5. Abou-Elfath, A. H. and Ashraf, B. (1999). “Response-based damage assessment of structures.” Earthquake Engineering and Structural Dynamics, 28(1), 79-104.

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