1 |
AASHTO(1997), Annual Book of ASTM Standards, Vol.03.01, pp. 523-537
|
2 |
Dafalias, Y. F. and Popov, E. P., 'A Model for Nonlinearly Hardening Materials for Complex Loading,' Acta Mech., Vol.21, No.3, 1975, pp. 173-192
DOI
ScienceOn
|
3 |
Gab Chul Jang, Kyong Ho Chang, Eun Seok Kim, and Eun Taik Lee., 'A Study on Application of Constitutive Equation of Steel Material to 3D-FEM,' The Ninth East Asia-Pacific Conference on Structural Engineering and Construction, 2003, CPM. pp. 80-86
|
4 |
장경호, 장갑철, 이은택, 'SM570강재의 반복소성모델의 정식화 및 3차원 탄소성 유한요소적용에 관한 연구', 한국지진공학회 논문집, 제8권, 제1호, 2004, pp.59-65
과학기술학회마을
DOI
|
5 |
Ge, H. B. and Usami, T., 'Ductility of Steel Short Cylinders in Compression and Bending,' J· Engng. Mech., ASCE, Vol.124(2), 1987, pp. 176-183
|
6 |
Tseng, N. T. and Lee, G. C., 'Simple Plasticity Model of Two-Surface Type,' J. Engng. Mech., ASCE, 109(3), 1983, pp. 795-810
DOI
|
7 |
Kerig, R. D., 'A Practical Two Surface Plasticity Theory,' J. Appl. Mech. Trans. ASME, 42(3), 1975, pp. 641-646
DOI
|
8 |
McDowell, D. L., 'A Two Surface Model for Transient Nonproportional Cyclic Plasticity : Part 1. Development of Appropriate Equation,' J. Appl. Mech.Trans. ASME, 52(2), 1985, pp. 298-302
DOI
|
9 |
Nishimura, N., Ono, K. and Ikeuchi, T., 'A Constitutive Equation for Structural Steels Based on a Monotonic Loading Curve under Cyclic Loading,' Proc. JSCE, 513, 1992, pp. 27-38
|
10 |
Shen, C., Mizuno, E. and Usami, T., 'A Generalized Two-Surface Model for Structural Steels under Cyclic Loading,' J. Struct. Mech. 471, 1992, pp. 23-33
|
11 |
Gao S., Usami T., and Ge H, ' Ductility Evaluation of Steel Bridge Piers with Pipe Sections,' J. Engng Mech, ASCE, 1998, pp. 260-267
|