참고문헌 (22)

1. ACI Committee 352 (2002). Recommendations for design of beamcolumn connections in monolith reinforced concrete structures, ACI 352-02, American Concrete Institute, Farmington Hills, MI, USA. 

2. ACI Committee 318 (2008). Building code requirements for structural concrete, ACI 318R-08, American Concrete Institute, Farmington Hills, MI, USA. 

3. S. Alath 21 1995 Modeling inelastic shear deformation in RC beam-column joints engineering mechanics Alath, S. and Kunnath. S. K. (1995). Modeling inelastic shear deformation in RC beam-column joints engineering mechanics, MSc Thesis University of Colorado at Boulder, Boulder, CO, USA, pp. 21-24. 

4. International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering U. Baig 7 9 670 2013 Baig, U. and Nagai, K. (2013). “Effect of self-compacting concrete and aggregate size on anchorage performance at highly congested reinforcement regions.” International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, Vol. 7, No. 9, pp. 670-678, DOI: 10.5281/zenodo.1087840. 

5. Engineering Structures P. G. Bakir 24 1105 2002 10.1016/S0141-0296(02)00038-X Bakir, P. G. and Boduroglu, H. M. (2002). “A new design equation for predicting the joint shear strength of monotonically loaded exterior beam-column joints.” Engineering Structures, Vol. 24, pp. 1105-1117, DOI: 10.1016/S0141-0296(02)00038-X. 

   상세보기

6. C. Clyde 2000 Pacific Earthquake Engineering Research Report, PEER 2000/05 Clyde, C., Pantelides, C. P., and Reaveley, L. D. (2000). “Performancebased evaluation of exterior reinforced concrete building joints for seismic excitation.” Pacific Earthquake Engineering Research Report, PEER 2000/05. Berkeley: University of California. 

7. ACI Structural Journal, ACI A. J. Durrani 82 3 343 1985 Durrani, A. J. and Wight, J. K. (1985). “Behavior of interior beam-tocolumn connections under earthquake-type loading.” ACI Structural Journal, ACI, Vol. 82, No. 3, pp. 343-350, DOI: 10.14359/10341. 

8. ACI Structural Journal, ACI S. E. El-Metwally 84 5 384 1988 El-Metwally, S. E. and Chen, W. F. (1988). “Moment-rotation modeling of reinforced concrete beam-column connections.” ACI Structural Journal, ACI, Vol. 84, No. 5, pp. 384-394, DOI: 10.14359/2656. 

9. ACI Structural Journal, ACI B. A. Fattah 84 1 31 1987 Fattah, B. A. and Wight, J. K. (1987). “Study of moving beam plastic hinging zones for earthquake-resistant design of R/C buildings.” ACI Structural Journal, ACI, Vol. 84, No. 1, pp. 31-39, DOI: 10.14359/2767. 

10. Journal of Structural Engineering T. Jiuru 118 2 341 1992 10.1061/(ASCE)0733-9445(1992)118:2(341) Jiuru, T., Chaobin, H., Kaijian, Y., and Yongcheng, Y. (1992). “No seismic behavior and shear strength of framed joint using steel-fiber reinforced concretetitle.” Journal of Structural Engineering, Vol. 118, No. 2, pp. 341-358, DOI: 10.1061/(ASCE)0733-9445(1992)118:2(341). 

    상세보기

11. Engineering Structures J. Kim 29 10 2523 2007 10.1016/j.engstruct.2006.12.012 Kim, J. and LaFave, J. M. (2007). “Key influence parameters for the joint shear behavior of reinforced concrete beam-column connections.” Engineering Structures, Vol. 29, No. 10, pp. 2523-2539, DOI: 10.1016/j.engstruct.2006.12.012. 

    상세보기

12. Engineering Structures J. Y. Lee 31 9 2070 2009 10.1016/j.engstruct.2009.03.009 Lee, J. Y., Kim, J. Y., and Oh, G. J. (2009). “Strength deterioration of reinforced concrete beam-column joints subjected to cyclic loading.” Engineering Structures, Vol. 31, No. 9, pp. 2070-2085, DOI: 10.1016/j.engstruct.2009.03.009. 

    상세보기

13. ACI Structural Journal, ACI R. T. Leon 87 1 3 1990 Leon, R. T. (1990). “Shear strength and hysteretic behavior of interior beam-column joints.” ACI Structural Journal, ACI, Vol. 87, No. 1, pp. 3-11, DOI: 10.14359/3198. 

14. ACI Structural Journal, ACI L. N. Lowes 96 4 519 1999 Lowes, L. N. and Moehle, J. P. (1999). “Evaluation and retrofit of beamcolumn T-Joints in older reinforced concrete bridge structures.” ACI Structural Journal, ACI, Vol. 96, No. 4, pp. 519-532, DOI: 10.14359/51710834. 

15. ACI Structural Journal, ACI S. Mazzoni 98 3 259 2001 Mazzoni, S. and Moehle, J. P. (2001). “Seismic response of beamcolumn joints in Double-Deck reinforced concrete bridge frames.” ACI Structural Journal, ACI, Vol. 98, No. 3, pp. 259-269, DOI: 10.14359/10215. 

16. Engineering Structures G. Metelli 89 79 2015 10.1016/j.engstruct.2015.01.038 Metelli, G., Messali, F., Beschi, C., and Riva, P. (2015). “A model for beam-column corner joints of existing RC frame subjected to cyclic loading.” Engineering Structures, Vol. 89, pp. 79-92, DOI: 10.1016/J.ENGSTRUCT.2015.01.038. 

    상세보기

17. Journal of Structural Engineering, ASCE N. Mitra 133 1 105 2007 10.1061/(ASCE)0733-9445(2007)133:1(105) Mitra, N. and Lowes, L. N. (2007). “Evaluation, calibration, and verification of a reinforced concrete beam-column joint model.” Journal of Structural Engineering, ASCE, Vol. 133, No. 1, pp. 105-120, DOI: 10.1016/j.engstruct.2015.01.038. 

    상세보기

18. Bulletin of the New Zealand National Society of Earthquake Engineering R. Park 21 4 255 1988 10.5459/bnzsee.21.4.255-278 Park, R. and Ruitong, D. (1988). “A comparison of the behavior of reinforced concrete beam-column joints designed for ductility and limited ductility.” Bulletin of the New Zealand National Society of Earthquake Engineering, Vol. 21, No. 4, pp. 255-278. 

    상세보기

19. Engineering Structures A. Sharma 33 3 1034 2011 10.1016/j.engstruct.2010.12.026 Sharma, A., Eligehausen, R., and Reddy, G. R. (2011). “A New model to simulate joint shear behavior of poorly detailed beam-column connections in RC structures under seismic loads, Part I: Exterior joints.” Engineering Structures, Vol. 33, No. 3, pp. 1034-1051, DOI:10.1016/J.ENGSTRUCT.2010.12.026. 

    상세보기

20. ACI Structural Journal, ACI A. G. Tsonos 89 1 3 1992 Tsonos, A. G., Tegos, I. A., and Penelis, G. Gr. (1992). “Seismic resistance of type 2 exterior beam-column joints reinforced with inclined bars.” ACI Structural Journal, ACI, Vol. 89, No. 1, pp. 3-12, DOI: 10.14359/1278. 

21. S. G. Walker 2001 Seismic performance of existing reinforce concrete beam-column joints Walker, S. G. (2001). Seismic performance of existing reinforce concrete beam-column joints, PhD Thesis, University of Washington, Seattle, WA, USA. 

22. K. Yoshitake 1109 2010 Proc. 65th JSCE Annual Conference Yoshitake, K., Orgura, H., and Ogawa, A. (2010). “The effect of vertical and horizontal position of reinforcement for bond condition in beamcolumn joint.” Proc. 65th JSCE Annual Conference, JSCE, Hokkaido, Japan, pp. 1109-1110.