References
- 한국콘크리트학회 (2003) 콘크리트 구조설계기준 해설
- ACI Committee 318 (2005) Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05). American Concrete Institute, Farmington Hills, MI
- Ayoub, A. (2006) Nonlinear analysis of reinforced concrete beamcolumns with bond-slip. Journal of Engineering Mechanics, ASCE, Vol. 132, No. 11, pp. 1177-1186 https://doi.org/10.1061/(ASCE)0733-9399(2006)132:11(1177)
- CEB (1993) CEB-FIP Model Code 1990. Thomas Telford Service Ltd., London
- CEB (1996) RC frames under earthquake loading: state of the art report. Thomas Telford Services Ltd., London
- Cook, R. D., Malkus, D. S., Plesha, M. E., and Witt, R. J. (2002) Concepts and applications of finite element analysis. John Wiley & Sons. Inc., New York, NY
- Eligehausen, R., Popov, E. P., and Bertero, V. V. (1983) Local bond stress-slip relationships of deformed bars under generalized excitations. Report No. UCB/EERC-83/23, University of California, Berkeley, California
- fib (2000) Bond of reinforcement in concrete. Bulletin No. 10, Federal Institute of Technology Lausanne, Lausanne, Swiss
- Harajli, M. H., Hamad, B. S., and Rteil, A. A. (2004) Effect of confinement on bond strength between steel bars and concrete. ACI Structural Journal, Vol. 101, No. 5, pp. 595-603
- Hughes, T. J. R., Taylor, R. L., and Kanoknukulchai, S. (1977) A simple and efficient finite element for plate bending. International Journal for Numerical Methods in Engineering, Vol. 11, No. 10, pp. 1529-1543 https://doi.org/10.1002/nme.1620111005
- Kappos, A. J. (1991) Analytical prediction of the collapse earthquake for R/C buildings: suggested methodology. Earthquake Engineering and Structural Dynamics, Vol. 20, No. 2, pp. 167-176 https://doi.org/10.1002/eqe.4290200206
- Kim, D. Y. (2004) Cracking and hysteretic behavior of reinforced concrete shear walls. Ph.D. Dissertation, Korea Advanced Institute of Science and Technology
- Low, S. S. and Moehle, J. P. (1987) Experimental study of reinforced concrete columns subjected to multi-axial cyclic loading. Report No. UCB/EERC-87/14, University of California, Berkeley, California
- Lowes, L. N. and Altoontash, A. (2003) Modeling reinforced-concrete beam-column joints subjected to cyclic loading. Journal of Structural Engineering, ASCE, Vol. 129, No. 12, pp. 1686-1697 https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1686)
- Maekawa, K., Pimanmas, A., and Okamura, H. (2003) Nonlinear mechanics of reinforced concrete. Spon Press, London
- Menegotto, M. and Pinto, P. E. (1973) Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending. Proceedings, IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, Lisbon, Spain
- Naito, C. J., Moehle, J. P., and Mosalam, K. M. (2001) Experimental and computational evaluation of reinforced concrete bridge beam-column connections for seismic performance. Report No. PEER 2001/08, Univ. of California, Berkeley, California
- Soleimani, D., Popov, E. P., and Bertero, V. V. (1979) Hysteretic behavior of reinforced concrete beam-column subassemblages. ACI Journal Proceedings, Vol. 76, No. 11, pp. 1179-1195
- Soroushian, P., Choi, K. B., Park, G. H., and Aslani, F. (1991) Bond of deformed bars to concrete: effects of confinement and strength of concrete. ACI Material Journal, Vol. 88, No. 3, pp. 227-232
- Soroushian, P., Obaseki, K., Nagi, M., and Rojas M. C. (1988) Pullout behavior of hooked bars in exterior beam-column connections. ACI Structural Journal, Vol. 85, No. 3, pp. 269-276
- Viwathanatepa, S., Popov, E. P., and Bertero, V. V. (1979) Effects of generalized loadings on bond of reinforcing bars embedded in confined concrete blocks. Report No. UCB/EERC-79/22, University of California, Berkeley, California