论文信息 - Verification of Three-Dimensional Grid Strut-and-Tie Model Approach in Structural Concrete - 字舞流文

Verification of Three-Dimensional Grid Strut-and-Tie Model Approach in Structural Concrete

Young Mook Yun | Julio A. Ramirez | Byung-Hun Kim | Hyun Soo Chae | J. Ramirez | Y. Yun | H. Chae | Byung-Hun Kim

[1] Stephen J. Foster,et al. EXPERIMENTAL STUDIES ON HIGH-STRENGTH CONCRETE DEEP BEAMS , 1998 .

[2] L. Rasmussen,et al. Torsion in Reinforced Normal and High-Strength Concrete Beams Part 1: Experimental Test Series , 1995 .

[3] Antonio Nanni,et al. PunchingShear Resistance of Flat Slabs: Influence of Reinforcement Type and Ratio , 1992 .

[4] Michael P. Collins,et al. ANALYSIS OF SECTIONS SUBJECTED TO COMBINED SHEAR AND TORSION--A THEORETICAL MODEL , 1995 .

[5] Y. Yun,et al. An Indeterminate Strut-Tie Model and Load Distribution Ratio for RC Deep Beams - (I) Model & Load Distribution Ratio , 2011 .

[6] Kazuo Otsuki,et al. INFLUENCE OF BAR ARRANGEMENT ON ULTIMATE STRENGTH OF FOUR-PILE CAPS , 1999 .

[7] G. Sabnis,et al. Investigation of Thick Slab (Pile Cap) Behavior , 1984 .

[8] Abdeldjelil Belarbi,et al. Torsion of High-Strength Reinforced Concrete Beams and Minimum Reinforcement Requirement , 2001 .

[9] 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 .

[10] Kuniyasu Suzuki,et al. INFLUENCE OF EDGE DISTANCE ON FAILURE MECHANISM OF PILE CAPS , 2001 .