Effect of FRP wrapping on axial behavior of concrete and cyclic behavior of external RC beam column joints

Author:

Agarwal Pankaj,Gupta Ankit,Angadi Rachanna G.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference26 articles.

1. American Concrete Institute (ACI) (2000). “Guide for the design and construction of externally bonded frp systems for strengthening concrete structures.” ACI 440 Draft, Externally Bonded FRP Systems for Strengthening Concrete Structures, Detroit, pp. 54–58.

2. Antonopoulos, C. P. and Triantafillou, T. C. (2003). “Experimental investigation of FRP-Strengthened RC beam-column joints.” Journal of Composites for Construction, Vol. 7, No. 1, pp. 39–49.

3. Brown, P. C. and Lowes, L. N. (2007). “Fragility functions for modern reinforced-concrete beam-column joints.” Earthquake Spectra, EERI, Vol. 23, No. 2, pp. 263–289.

4. Castellani, A., Negro, P., Colombo, A., Grandi, A., Ghisalberti, G., and Castellani, M. (1999). Carbon fiber reinforced polymers (CFRP) for strengthening and repairing under seismic actions, Special Publication No. I.99.41, European Laboratory for Structural Assessment, Joint Research Center, Ispra, Italy.

5. Chaallal, O., Hassan, M., and Shahawy, M. (2003). “Confinement model for axially loaded short rectangular columns strengthened with Fiber-Reinforced polymer wrapping.” ACI Structural Journal, Vol. 100, No. 2, pp. 215–221.

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