Seismic ductility evaluation of shear-deficient RC frames strengthened by externally bonded CFRP sheets

Author:

Alaedini Shohreh,Kabir Mohammad Zaman,Hejabi Hadi

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference15 articles.

1. ACI-318 code (2011). “Building code requirements for structural concrete and commentary.” ACI Committe, ISBN: 9780870317446.

2. ACI 440.2R-02 (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” American Concrete Institute, ISBN 978-0-87031-285-4.

3. ASTM D4258-83 (1983). “Standard practice for surface cleaning concrete for coating.” American Society For Testing and Materials, DOI: 10.1520/D4258-83R99 .

4. Akguzel, U., Pampnin, S., and Carr, A. (2011). Seismic performance of FRP retrofitted exterior RC beam-column joints under varying axial and bidirectional loading, Ph.D. Thesis, University of Canterbury, Christchurch.

5. Balsamo, A., Colombo, A., Manfredi, G., Negro, P., and Prota, A. (2005). “Seismic behavior of a full-scale RC frame repaired using CFRP laminates.” Engineering Structures, Vol. 27, pp. 769–780, DOI: 10.1016/j.engstruct.2005.01.002 .

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