1 |
정영수, 한기훈, 이강균, 이대형, '원형중공 콘크리트 교각의 내진성능에 대한 준정적 실험', 한국지진공학회 논문집, 제3 권, 2호, 1999, pp. 41-53
|
2 |
김재관, 김익현, 임현우, 이재호, '수평 반복하중을 받는 비내진상세 RC 중공구형교각의 거동특성', 한국콘크리트학회 논문집, 제15권,2호, 2003, pp. 263-272
DOI
|
3 |
김익현, 이종석, 이윤복, 김원섭, 선창호, '50% 주철근 겹침이음을 갖는 중실 및 중공 사각단면 교각의 거동특성', 한국지진공학회논문집, 제7권, 5호, 2003, pp. 25-35
|
4 |
Zahn, F. A., Park, R. and Priestley, M. J. N., 'Flexural Strength and Ductility of Circular Hollow Reinforced Concrete Columns without Confinement on Inside Face,' ACI Structural Journal, Vol. 87, No.2, 1990, pp. 156-166
|
5 |
Yeh, Y.-K., Mo, Y. L. and Yang, Y., 'Seismic Performance of Rectangular Hollow Bridge Columns,' Journal of Structural Engineering, ASCE, Vol. 128, No.1, 2002, pp. 60-68
DOI
ScienceOn
|
6 |
Mo, Y. L., Wong, D. C. and Maekawa, K.,'Seismic Performance of Hollow Bridge Columns,' ACI Structural Journal, Vol. 100, No.3, 2003, pp. 337-348
|
7 |
김태훈, 신현목, 'Analytical Approach to Evaluate the Inelastic Behaviors of Reinforced Concrete Structures under Seismic Loads',한국지진공학회 논문집, 제5권, 2호, 2001, pp. 113-124
|
8 |
Kim, T. H., Lee, K. M., Yoon, C. Y. and Shin, H. M., 'Inelastic Behavior and Ductility Capacity of Reinforced Concrete Bridge Piers under Earthquake. I: Theory and Formulation,' Journal of Structural Engineering, ASCE, Vol. 129, No.9, 2003, pp. 1199-1207
DOI
ScienceOn
|
9 |
Mander, J. B., Panthaki, F. D. and Kasalanati, K., 'Low-Cycle Fatigue Behavior of Reinforcing Steel,' Journal of Materials in Civil Engineering, ASCE, Vol. 6, No.4, 1994, pp. 453-468
DOI
ScienceOn
|
10 |
Kakuta, Y., Okamura, H. and Kohno, M., 'New Concepts for Concrete Fatigue Design Procedures in Japan,' IABSE Colloquium on Fatigue of Steel and Concrete Structures, Lausanne, 1982, pp. 51-58
|
11 |
Taylor, R. L., FEAP - A Finite Element Analysis Program, Version 7.2, Users Manual, Volume 1 and Volume 2, 2000
|
12 |
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
|
13 |
William, K. J. and Warnke, E. P., 'Constitutive Model for Triaxial Behavior of Concrete,' Proceedings, International Association for Bridge and Structural Engineering, 19, 1975, pp. 1-30
|
14 |
Sheikh, S. A. and Uzumeri, S. M., 'Strength and Ductility of Tied Concrete Columns,' Journal of Structural Engineering, ASCE, Vol. 106, No.5, 1980, pp. 1079-1102
|
15 |
Kim, T. H., Lee, K. M., Chung, Y. S. and Shin, H. M., 'Seismic Damage Assessment of Reinforced Concrete Bridge Columns,' Engineering Structures, 2005, Vol. 27, No.4, pp. 576-592
DOI
ScienceOn
|
16 |
Popovics, S., 'Numerical Approach to the Complete Stress-Strain Curves for Concrete,' Cement and Concrete Research, Vol. 3, No.5, 1973, pp. 582-599
|
17 |
Kawashima, K., Une, H. and Sakai, J., 'Seismic Performance of Hollow Reinforced Concrete Arch Ribs Subjected to Cyclic Lateral Force under Varying Axial Load,' Journal of Structural Engineering, JSCE, 48A, 2002, pp. 747-757
|
18 |
이재훈, 손혁수, 배성용, 박찬민, '서해대교 PSM교 교각의 내진성능', 한국지진공학회논문집, 제4권, 3호, 2000, pp. 67-81
|
19 |
Yeh, Y.-K., Mo, Y. L. and Yang, Y., 'Seismic Performance of Hollow Circular Bridge Piers,' ACI Structural Journal, Vol. 98, No.6, 2001, pp. 862-871
|
20 |
김태훈, '비선형 유한요소해석을 이용한 철근콘크리트 교각의 내진성능평가', 박사학위논문, 성균관대학교, 2003
|