Novel energy-based rational for nominal ductility design of very-high strength concrete columns (>100 MPa)
暂无分享,去创建一个
[1] B. Bresler,et al. Tie Requirements for Reinforced Concrete Columns , 1961 .
[2] T. Paulay,et al. Reinforced Concrete Structures , 1975 .
[3] James O. Jirsa,et al. SHEAR REQUIREMENTS FOR LOAD REVERSALS ON RC MEMBERS , 1977 .
[4] M. Priestley,et al. Ductility of Square-Confined Concrete Columns , 1982 .
[5] David Darwin,et al. Cyclic Behavior of Lightly Reinforced Concrete Beams , 1984 .
[6] John B. Mander,et al. SEISMIC DESIGN OF BRIDGE PIERS , 1984 .
[7] C. Scribner. Reinforcement Buckling in Reinforced Concrete Flexural Members , 1986 .
[8] J. Mander,et al. Theoretical stress strain model for confined concrete , 1988 .
[9] S T Mau,et al. Inelastic buckling of reinforcing bars , 1989 .
[10] Maurizio Papia,et al. Compressive Concrete Strain at Buckling of Longitudinal Reinforcement , 1989 .
[11] Raed M. Samra,et al. Ductility Analysis of Confined Columns , 1990 .
[12] S. Mau. EFFECT OF TIE SPACING ON INELASTIC BUCKLING OF REINFORCING BARS , 1990 .
[13] Murat Saatcioglu,et al. Strength and Ductility of Confined Concrete , 1992 .
[14] T. Paulay,et al. Seismic Design of Reinforced Concrete and Masonry Buildings , 1992 .
[15] A. Azizinamini,et al. Seismic behavior of square high-strength concrete columns , 1994 .
[16] Robert Park,et al. Confining Reinforcement for Concrete Columns , 1994 .
[17] Stephen J. Foster,et al. Ductility of high strength concrete columns , 1995 .
[18] Patrick Paultre,et al. Stress-Strain Model for Confined High-Strength Concrete , 1995 .
[19] Patrick Paultre,et al. Strain Localization in Confined High-Strength Concrete Columns , 1996 .
[20] S. Otani,et al. Load-Deformation Relationship of High-Strength Reinforced Concrete Beams , 1996, SP-162: Mete A Sozen Symposium...A Tribute From His Students.
[21] Sujeeva Setunge,et al. STRESS - STRAIN RELATIONSHIP OF CONFINED AND UNCONFINED CONCRETE , 1996 .
[22] Stephen J. Foster,et al. Experimental tests on eccentrically loaded high-strength concrete columns , 1997 .
[23] Murat Saatcioglu,et al. High-Strength Concrete Columns with Square Sections under Concentric Compression , 1998 .
[24] Oguzhan Bayrak,et al. COnfinement Reinforcement Design Considerations for Ductile HSC Columns , 1998 .
[25] M. Saatcioglu,et al. Confinement Model for High-Strength Concrete , 1999 .
[26] Murat Saatcioglu,et al. Circular High-Strength Concrete Columns under Simulated Seismic Loading , 1999 .
[27] Sujeeva Setunge,et al. Stress versus strain relationship of high strength concrete under high lateral confinement , 1999 .
[28] S. Forster. Design and detailing of high strength concrete columns , 1999 .
[29] P. Mendis,et al. Basis for the design of lateral reinforcement for high-strength concrete columns , 2000 .
[30] P. Paultre,et al. Behavior of High-Strength Concrete Columns under Cyclic Flexure and Constant Axial Load , 2000 .
[31] Priyan Mendis,et al. Stress–strain model to predict the full-range moment curvature behaviour of high-strength concrete sections , 2000 .
[32] Stephen J. Foster,et al. STRENGTH AND DUCTILITY OF FIBER-REINFORCED HIGH-STRENGTH CONCRETE COLUMNS , 2001 .
[33] Oguzhan Bayrak,et al. Plastic hinge analysis , 2001 .
[34] J B Mander,et al. Energy Based Methodology for Ductile Design of Concrete Columns , 2001 .
[35] M. Fardis,et al. Deformations of Reinforced Concrete Members at Yielding and Ultimate , 2001 .
[36] Frederic Legeron,et al. INFLUENCE OF CONCRETE STRENGTH AND TRANSVERSE REINFORCEMENT YIELD STRENGTH ON BEHAVIOR OF HIGH-STRENGTH CONCRETE COLUMNS , 2001 .
[37] H J Pam,et al. Ultimate concrete strain and equivalent rectangular stress block for design of high-strength concrete beams , 2002 .
[38] P. Mendis,et al. Plastic Hinge Lengths of Normal and High-Strength Concrete in Flexure , 2002 .
[39] Jcm Ho,et al. Influence of Transverse Steel Configuration on Post-elastic Behaviour of High-strength Reinforced Concrete Columns , 2003 .
[40] Priyan Mendis,et al. Design of high-strength concrete members: state-of-the-art , 2003 .
[41] Frederic Legeron,et al. Uniaxial Confinement Model for Normal- and High-Strength Concrete Columns , 2003 .
[42] Jcm Ho,et al. Inelastic design of low-axially loaded high-strength reinforced concrete columns , 2003 .
[43] Eric M. Hines,et al. Force-Displacement Characterization of Well-Confined Bridge Piers , 2004 .
[44] Oguzhan Bayrak,et al. INELASTIC BUCKLING OF REINFORCING BARS , 2005 .
[45] Dawn E. Lehman,et al. Lumped-Plasticity Models for Performance Simulation of Bridge Columns , 2008 .
[46] Oguzhan Bayrak,et al. Plastic Hinge Length of Reinforced Concrete Columns , 2008 .
[47] Frederic Legeron,et al. Confinement Reinforcement Design for Reinforced Concrete Columns , 2008 .
[48] Jcm Ho,et al. Length of critical region for confinement steel in limited ductility high-strength reinforced concrete columns , 2009 .
[49] Akh Kwan,et al. Maximum axial load level and minimum confinement for limited ductility design of high-strength concrete columns , 2009 .
[50] Akh Kwan,et al. Ductility Design of High-Strength Concrete Beams and Columns , 2010 .
[51] Mario M. Attard,et al. A stress–strain model for uniaxial and confined concrete under compression , 2012 .
[52] J. Ho,et al. Experimental Tests on High-Strength Concrete Columns Subjected to Combined Medium Axial Load and Flexure , 2012 .
[53] F. Au,et al. Flexural ductility design of high‐strength concrete columns , 2013 .
[54] Yufei Wu,et al. Compression behavior of concrete columns confined by high strength steel wire , 2014 .
[55] W. D. Cook,et al. Enhancing the confinement of ultra-high-strength concrete columns using headed crossties , 2016 .
[56] Pedro F. Silva,et al. Evaluation of the critical plastic region length in slender reinforced concrete bridge columns , 2016 .
[57] Analytical compressive stress–strain model for high-strength concrete confined with cross-spirals , 2016 .
[58] F. Yuan,et al. Effect of load cycling on plastic hinge length in RC columns , 2017 .
[59] Ngoc Son Vu,et al. Stress-strain model for confined concrete with corroded transverse reinforcement , 2017 .
[60] K. Kovler,et al. Behavior and design of high-strength circular reinforced concrete columns subjected to axial compression , 2018, Engineering Structures.
[61] P. Mendis,et al. Understanding failure and stress-strain behavior of very-high strength concrete (>100 MPa) confined by lateral reinforcement , 2018, Construction and Building Materials.
[62] L. Hanžič,et al. Fillers to improve passing ability of concrete , 2018, Structural Concrete.
[63] P. Mendis,et al. Stress-strain relationship for very-high strength concrete (>100 MPa) confined by lateral reinforcement , 2018, Engineering Structures.
[64] P. Mendis,et al. Ductility Design of Reinforced Very-High Strength Concrete Columns (100–150 MPa) Using Curvature and Energy-Based Ductility Indices , 2019, International Journal of Concrete Structures and Materials.
[65] J. Ho,et al. Uni-axial behaviour of externally confined UHSCFST columns , 2019, Thin-Walled Structures.
[66] P. Mendis,et al. Aggregate-Dependent Approach to Formulate and Predict Properties of High-Strength and Very-High-Strength Concrete , 2020 .