CONCENTRIC LOADING TEST OF RC COLUMNS WITH NORMAL- AND HIGH-STRENGTH MATERIALS AND STRESS-STRAIN MODEL FOR CONFINED CONCRETE CONSIDERING COMPRESSIVE FRACTURE ENERGY
暂无分享,去创建一个
Mitsuyoshi Akiyama | Motoyuki Suzuki | M. Akiyama | Motoyuki Suzuki | Kee-Nam Hong | Masaru Suzuki | Toshiyuki Sasaki | Naomi Maeda | Keenam Hong | Naomi Maeda | Masaru Suzuki | Toshiyuki Sasaki
[1] Surendra P. Shah,et al. Effect of Length on Compressive Strain Softening of Concrete , 1997 .
[2] Shamin A. Sheikh,et al. ANALYTICAL MOMENT-CURVATURE RELATIONS FOR TIED CONCRETE COLUMNS , 1992 .
[3] M. Saatcioglu,et al. Confinement Model for High-Strength Concrete , 1999 .
[4] Murat Saatcioglu,et al. High-Strength Concrete Columns with Square Sections under Concentric Compression , 1998 .
[5] A. Fafitis. Lateral Reinforcement for High-Strength Concrete Columns , 1985 .
[6] Claus Vestergaard Nielsen. TRIAXIAL BEHAVIOR OF HIGH-STRENGTH CONCRETE AND MORTAR , 1998 .
[7] J. Mander,et al. Theoretical stress strain model for confined concrete , 1988 .
[8] John B. Mander,et al. Observed Stress‐Strain Behavior of Confined Concrete , 1988 .
[9] Patrick Paultre,et al. High‐Strength Concrete Columns Confined by Rectangular Ties , 1994 .
[10] Patrick Paultre,et al. Stress-Strain Model for Confined High-Strength Concrete , 1995 .
[11] Li Bing,et al. Stress-Strain Behavior of High-Strength Concrete Confined by Ultra-High-and Normal-Strength Transverse Reinforcements , 2001 .