Closure to “Punching Shear Strengthening of Reinforced Concrete Flat Plates Using Carbon Fiber Reinforced Polymers” by Baris Binici and Oguzhan Bayrak
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Volume 132, Issue 3
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References
Binici, B. (2003). “Punching shear strengthening of reinforced concrete slabs using fiber reinforced polymers.” Dissertation submitted to The Univ. of Texas at Austin in partial fulfillment of the requirements of Doctor of Philosophy, 2003.
Binici, B., and Bayrak, O. (2003a). “Punching shear strengthening of reinforced concrete flat plates using carbon fiber reinforced polymers.” J. Struct. Eng., 129(9), 1173–1182.
Binici, B., and Bayrak, O. (2003b). “Use of fiber-reinforced polymers in slab-column connection upgrades.” ACI Struct. J., 102(1), 93–102.
Binici, B., and Bayrak, O. (2005). “Upgrading of slab-column connections using fiber-reinforced polymers.” Eng. Struct., 27(1), 97–107.
BS 8110-97. (1997). “Structural use of concrete.” British Standards Institution, London.
CEB-FIP. (1990). “Model Code 1990.” Bulletin D’Information No. 203–305, Int. Federation for Structural Concrete, Lausanne, Switzerland.
Elstner, R. C., and Hognestad, E. (1956). “Shearing strength of reinforced concrete slabs.” ACI Struct. J., 53(7), 29–59.
Sissakis, K. (2000). “The use of CFRP strands to improve the punching shear resistance of concrete slabs.” BA. Sc. thesis, Dept. of Civil Engineering, Univ. of Toronto, Toronto.
Sissakis, K. (2002). “Strengthening of concrete slabs for punching shear with CFRP laminates.” MA. Sc. thesis, Dept. of Civil Engineering, Univ. of Toronto, Toronto.
Stark, A., Binici, B., and Bayrak O., (2005). “Seismic upgrade of reinforced concrete slab-column connections using carbon fiber-reinforced polymers.” ACI Struct. J., 102(2), 324–333.
Information & Authors
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Published In
Journal of Structural Engineering
Volume 132 • Issue 3 • March 2006
Pages: 490 - 492
Copyright
© 2006 ASCE.
History
Published online: Mar 1, 2006
Published in print: Mar 2006
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