Three-Parameter Kinematic Theory for Shear Behavior of Continuous Deep Beams

[1]  David M. Rogowsky,et al.  Tests of Reinforced Concrete Deep Beams , 1986 .

[2]  F. Vecchio,et al.  Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements , 2006 .

[3]  Michael P. Collins,et al.  Two-Parameter Kinematic Theory for Shear Behavior of Deep Beams , 2013 .

[4]  Ning Zhang,et al.  Effects of support settlement on continuous deep beams and STM modeling , 2010 .

[5]  F. Vecchio DISTURBED STRESS FIELD MODEL FOR REINFORCED CONCRETE: FORMULATION , 2000 .

[6]  Ashraf F. Ashour,et al.  Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams , 2007 .

[7]  Keun-Hyeok Yang,et al.  Influence of Shear Reinforcement on Reinforced Concrete Continuous Deep Beams , 2007 .

[8]  F J Vecchio,et al.  DISTURBED STRESS FIELD MODEL FOR REINFORCED CONCRETE: IMPLEMENTATION , 2001 .

[9]  Sang-Ki Jang Deformation Capacity of Structural Concrete in Disturbed Regions. Paper by Sung-Gul Hong, Namhee K. , 2011 .

[10]  E. Hognestad,et al.  Shear Strength of Reinforced Concrete Beams Part 2-Tests of Restrained Beams Without Web Reinforcement , 1955 .

[11]  Christopher Higgins,et al.  Evaluation of Reinforced Concrete Deck Girder Bridge Bent Caps with 1950s Vintage Details: Analytical Methods , 2010 .

[12]  Ashraf F. Ashour,et al.  Tests of Reinforced Concrete Continuous Deep Beams , 1997 .

[13]  S. Emerson,et al.  AASHTO (American Association of State Highway and Transportation Officials). 2001. A Policy on Geometric Design of Highways and Streets. Fourth Edition. Washington, D.C. , 2007 .

[14]  F. Vecchio,et al.  THE MODIFIED COMPRESSION FIELD THEORY FOR REINFORCED CONCRETE ELEMENTS SUBJECTED TO SHEAR , 1986 .