论文信息 - Effect of Stirrup Anchorage on Shear Strength of Reinforced Concrete Beams

Effect of Stirrup Anchorage on Shear Strength of Reinforced Concrete Beams

469 ACI Structural Journal, V. 108, No. 4, July-August 2011. MS No. S-2010-082.R1 received August 31, 2010, and reviewed under Institute publication policies. Copyright © 2011, American Concrete Institute. All rights reserved, including the making of copies unless permission is obtained from the copyright proprietors. Pertinent discussion including author’s closure, if any, will be published in the May-June 2012 ACI Structural Journal if the discussion is received by January 1, 2012. ACI STRUCTURAL JOURNAL TECHNICAL PAPER

Oguzhan Bayrak | Randall W. Poston | Michael D. Brown | Jason C. Varney

[1] Bryan E. Little,et al. American Association of State Highway and Transportation Officials. Highway Drainage Guidelines American Association of State Highway and Transportation Officials. LRFD Bridge Design Specifications , 2000 .

[2] Sharon L. Wood,et al. Strength and Serviceability Design of Reinforced Concrete Deep Beams , 2009 .

[3] Jack P. Moehle,et al. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11) AND COMMENTARY" , 2011 .

[4] Oguzhan Bayrak,et al. Design for Shear Based on Loading Conditions , 2006 .

[5] Paul E. Regan,et al. Shear strength of RC beams with defective stirrup anchorages , 2004 .

[6] E. W. Morris. No , 1923, The Hospital and health review.