Contents:
SP-264-1
Deflection Control for FRP-Reinforced Concrete Members: An Overview. by A. Scanlon
SP-264-2
Effect of Sustained Loads on Flexural Crack Width in Concrete Beams Reinforced with Internal FRP Reinforcement. by S.P. Gross, J.R. Yost, and D.J. Stefanski
SP-264-3
Cracking and Deflection Behavior of One-Way Parking Garage Slabs Reinforced with CFRP Bars by S. El-Gamal, B. Benmokrane, and E. El-Salakawy
SP-264-4
The Story Behind Proposed Changes to ACI 440 Deflection Requirements for FRP-Reinforced Concrete by P.H. Bischoff, S. Gross, and C.E. Ospina
SP-264-5
Effective Moment of Inertia Expression for Concrete Beams Reinforced with Fiber- Reinforced Polymer (FRP). by H. Vogel and D. Svecova
SP-264-6
Deflection and Cracking Behavior of RC Beams Strengthened in Flexure. by S. Matthys and L. Taerwe
SP-264-7
Modified Branson’s Formula for Deflection of FRP Strengthened Concrete Beams. by H.A. Rasheed and H. Charkas
SP-264-8
Deflection Control of Reinforced Concrete Beams and One-Way Slabs with Externally Bonded FRP. by C.E. Ospina
SP-264-9
Effective Moment of Inertia of Concrete Beams Prestressed with Aramid Fiber-Reinforced Polymer (AFRP)Tendons. by Y.J. Kim
SP-264-10
Design Implications of Creep and Long-Term Deflections in FRP-RC Beam-Columns. by A. Mirmiran, H. Erdogan, and A. Singhvi
SP-264-11
Significance of Cracking Uncertainty on Predicting Deflection of FRC-RC Beams. by J.J. Kim, A.M. Said, and M.M. Reda Taha