1 |
ACI Committee 318 (2011), Building Code Requirements for Structural Concrete(ACI 318-11) and Commentary, American Concrete Institute
|
2 |
ASTM C 469 (2012), Standard Test Method for Static Modulus of Elasticity and poisson's Ratio of Concrete in Compression, Annual Book of ASTM Standards, ASTM International
|
3 |
Bae, S .G. (2005), Seismic Performance of Full-Scale Reinforced Concrete Columns, Doctor degree, The University of Texas at Austin
|
4 |
Giuseppe, C. (2010), Giovanni, M., Compressive behavior of short high-strength concrete columns, Engineering Structures, 32
|
5 |
Hong, K. N., Han, S. H., Yi, S. T. (2006), High-Strength Concrete Columns Confined by Low- Volumetric-ratio Lateral ties, Engineering Structures, 28
|
6 |
Jeong, Cha, Kim (2010), Characteristics of the Stress-strain Relationship of Square Sectional Concrete Confined by Hoop Reinforcement with Cross-ties, Journal of Earthquake Engineering Society of Korea, 14(3), pp.39-48
DOI
ScienceOn
|
7 |
Lee (2001), An Experimental Study on the Strength and Ductility of High-Strength Concrete Columns Confined by Lateral Ties under Axial Loads, Doctor degree, Chung-Ang University
|
8 |
Mander, J. B., Park, R., Priestley, M. J. N. (1988), Theoretical Stress-Strain Model for Confined Concrete, Journal of the Structural Engineering, 114(8)
|
9 |
Moon (2011), A Stress-strain Model of High-strength Concrete Confined with High-strength Transverse Reinforcement, Master degree, Sungkyunkwan University,
|
10 |
Park, R., Priestley, M. J. N., Gill, W. D. (1982), Ductility of Square-Confined Concrete Columns, Journal of the Structural Division, 108(4),
|
11 |
Razvi, S., Sattcioglu, M. (1999), Confinement Model for High-Strength Concrete, Journal of Structural Engineering, 125(3)
|
12 |
Sakino, K., Sun, Y. (1994), Stress-Strain Curve of Concrete Confined by Rectilinear Hoop, Journal of Structure and Construction Engineering, 461(8)
|
13 |
Yang, K. H., Mun, J. H., Cho, M. S., Kang, T. H. (2014), A Stress-Strain Model for Various Unconfined Concretes in Compression, Structural Journal, 111(4)
|
14 |
Sheikh, S. A., Uzumeri, S. M. (1982), Analytical Model for Concrete Confinement in Tied Columns, Journal of the Structural Division, 108(12)
|
15 |
Sim (2008), Flexural Behavior of Reinforced Concrete Columns Strengthened with Wire Ropes and T-shape Plates, Master degree, Mokpo National University
|
16 |
Yang, K. H., Ashour, A. F., Lee, E. T. (2008), Axial behaviour of reinforced concrete short columns strengthened with wire rope and T-shaped steel plate units, Magazine of Concrete Research, 61(2)
|
17 |
Yong, Y. K., Nour, M. G., Nawy, E. G. (1988), Behavior of Laterally Confined High-Strength Concrete Under Axial Loads, Journal of the Structural Engineering, 114(2)
|
18 |
Yun, Park (2007), Modified constitutive Models of Confined High Strength Concrete, Journal of the Korea Concrete Institute, 19(2), p.p.421-424
DOI
ScienceOn
|
19 |
Yun, Kang, Park (2010), Constitutive Model of Laterally Confined High Strength Concrete, Journal of the Korea Concrete Institute, 22(4), p.p.481-488
DOI
ScienceOn
|