Simplified models to control plastic hinges in reinforced concrete frame structures

Author:

Nekmouche A.,Hamizi M.,Khelil N.,Kezmane A.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference60 articles.

1. Akhaveissy, A. H., & Desai, C. S. (2012). Application of the DSC model for nonlinear analysis of reinforced concrete frame. Finite Elements in Analysis and Design, 50, 98–107.

2. Alfarah, B., López-Almansa, F., & Oller, S. (2017). New methodology for calculating damage variables evolution in plastic damage model for RC structures. Engineering Structures, 132, 70–86.

3. Arêde, A. (1997). Seismic Assessment of reinforced concrete frame structures with a new flexibility based element (Ph.D, Dissertation). Porto University, Portugal.

4. ATC-40. (1996). Seismic evaluation end retrofit of concrete building, Report No.SSC 96-01, Redwood City, CA, USA, November, 1996.

5. Bae, S., & Bayrak, O. (2008). Plastic hinge length of reinforced concrete columns. ACI Structural Journal, 3(105), 290–300.

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