Discussion of “Design Approach for Calculating Deflection of FRP-Reinforced Concrete” by Peter H. Bischoff and Shawn P. Gross
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[1] Peter H. Bischoff,et al. Equivalent Moment of Inertia Based on Integration of Curvature , 2011 .
[2] P. Bischoff,et al. Designing FRP Reinforced Concrete for Deflection Control , 2011, SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium.
[3] Peter H. Bischoff,et al. The Story Behind Proposed Changes to ACI 440 Deflection Requirements for FRP-Reinforced Concrete , 2009, SP-264: Serviceability of Concrete Members Reinforced with Internal/External FRP Reinforcement.
[4] Peter H. Bischoff,et al. Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars , 2005 .
[5] A. Nanni. Guide for the Design and Construction of Concrete Reinforced with FRP Bars (ACI 440.1R-03) , 2005 .
[6] Hani G. Melhem,et al. Response prediction of concrete beams reinforced with FRP bars , 2004 .
[7] Andrew Scanlon,et al. Effective Moment of Inertia for Calculating Deflections of Concrete Members Containing Steel Reinforcement and Fiber-Reinforced Polymer Reinforcement , 2007 .