1 |
김태훈, 이상철, 신현목, “지진시 철근콘크리트 교각의 피로거동에 관한 해석적 연구,” 한국콘크리트학회 논문집, 제13권, 제4호, 2001, pp. 389-396.
과학기술학회마을
|
2 |
Scott, B. D., Park, R., and Priestley, M. J. N., “Stressstrain behavior of concrete confined by overlapping hoops at low and high strain rates,” ACI Structural Journal, Vol. 79, No. 1, 1982, pp. 13-27.
|
3 |
김태훈, 이상철, 신현목, “비탄성 손상 해석을 이용한 철근콘크리트 교각의 내진성능평가,” 대한토목학회 논문집, 제21권, 3-A호, 2001, pp. 361-372.
과학기술학회마을
|
4 |
김태훈, 유영화, 신현목, “지진하중을 받는 철근콘크리트 교각의 비탄성 거동 및 연성능 력에 관한 해석적 연구”, 한국지진공학회논문집, 제4권, 제4호, 2000, pp. 37-51.
과학기술학회마을
|
5 |
Perera, R., Carnicero, A., Alarcon, E., and Gomez, S., “A fatigue damage model for seismic response of RC structures,” Computers and Structures, Vol. 78, 2000, pp. 293-302.
DOI
ScienceOn
|
6 |
Shima, H., Chou, L., and Okamura, H., “Micro and macro models for bond behavior in reinforced concrete,” Journal of the Faculty of Engineering, University of Tokyo (B), Vol. 39, No. 2, 1987, pp. 133-194.
|
7 |
Hosikuma, J., Unjoh, S., and Nagaya, K., “Size effect on inelastic behavior of reinforced concrete columns subjected to cyclic loading,” Journal of JSCE, Vol. 50, No. 669, 2001, pp. 215-232.
|
8 |
김태훈, 신현목, “Analytical approach to evaluate the inelastic behaviors of reinforced concrete structures under seismic loads,” 한국지진공학회논문집, 제5권, 제2호, 2001, pp. 113-124.
과학기술학회마을
|
9 |
Okamura, H., Maekawa, K., and Sivasubramaniyam, S., “Verification of modeling for reinforced concrete finite element,” Finite Element Analysis of Reinforced Concrete Structures, ASCE, 1985, pp. 528-543.
|
10 |
Taylor, R. L., FEAP - A Finite Element Analysis Program, Version 7.2, Users Manual, Vol. 1 and Vol. 2, 2000.
|
11 |
Kosa, K., Kobayashi, K., Murayama, Y., and Yosizawa, Y., “Experimental study on reversed load-displacement behavior of RC pier by large scale model tests,” Journal of JSCE, No. 538, Vol. 31, 1996, pp. 47-56.
|
12 |
Stone, W. C. and Cheok, G. S., Inelastic Behavior of Full-Scale Bridge Columns Subjected to Cyclic Loading, NIST Building Science Series 166, National Institute of Standards and Technology, Gaitherburg, M. D., 1989.
|
13 |
김병석, 김영진, 곽임종, 조창백, 조정래, “휨-전단 복합 거동을 보이는 RC 원형교각의 내진성능 평가”, 한국지진공학회논문집, 제5권, 제3호, 2001, pp. 29-36.
과학기술학회마을
|
14 |
김태훈, 신현목, “비탄성 유한요소해석을 이용한 주철근 단락을 갖는 철근콘크리트 교각의 손상지수 평가,” 한국지진공학회 논문집, 제5권, 제4호, 2001, pp. 39-49.
과학기술학회마을
|
15 |
Mander, J. B., Panthaki, F. D., and Kasalanati, K., “Lowcycle fatigue behavior of reinforcing steel,” Journal of Materials in Civil Engineering, ASCE, Vol. 6, No. 4, 1994, pp. 453-468.
DOI
ScienceOn
|
16 |
Kent, D. C. and Park, R., “Flexural members with confined concrete,” Journal of Structural Engineering, ASCE, Vol. 97, No. 7, 1971, pp. 1969-1990.
|
17 |
Mander, J. B., Priestley, M. J. N., and Park, R., “Theoretical stress-strain model for confined concrete,” Journal of Structural Engineering, ASCE, Vol. 114, No. 8, 1988, pp. 1804-1826.
DOI
ScienceOn
|