Seismic performance of RC columns retrofitted by CFRP wrapping ‘Study of the influencing parameters’

Author:

Gahmousse ZakariaORCID,Djebbar Mohamed-Said,Djebbar Nabil

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference26 articles.

1. ATC-40 1996. Seismic Evaluation and Retrofit of Concrete Buildings, vol. 1 (ATC- 40), Report No. SSC 96–01, Redwood City, CA: Applied Technology Council.

2. CALTRANS. (2013). Seismic design criteria. Version, 1, 7.

3. Casas, J. R., & Chambi, J. L. (2014). Partial safety factors for CFRP-wrapped bridge piers: model assessment and calibration. Composite Structures, 118, 267–283. https://doi.org/10.1016/j.compstruct.2014.07.032.

4. Cascardi, A., Micelli, F., & Aiello, M. A. (2017). An artificial neural networks model for the prediction of the compressive strength of FRP-confined concrete circular columns. Engineering Structures, 140, 199–208. https://doi.org/10.1016/j.engstruct.2017.02.047.

5. Comert, M., Demir, C., Ghatte, H. F., Ilki, A. (2014). Seismic performance of full-scale FRP confined sub-standard columns subjected to high axial load. In: 7th International conference on FRP composites in civil engineering (CICE 2014), International Institute for FRP in Construction (IIFC), Vancouver, BC, Canada.

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