Acknowledgement
Supported by : 한국연구재단
References
- Adhikary, B. B., & Mutsuyoshi, H. (2006). Shear strengthening of reinforced concrete beams using various techniques, Construction and Building Materials, 20(6), 366-373. https://doi.org/10.1016/j.conbuildmat.2005.01.024
- ACI Committee 318. (2014). Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14), American Concrete Institute (ACI), Farmington Hills, MI, USA.
- Ary, M. I., & Kang, T. H. K. (2012). Shear-strengthening of reinforced & prestressed concrete beams using FRP: Part 1-Review of previous research, International Journal of Concrete Structures and Materials, 6(1), 41-47. https://doi.org/10.1007/s40069-012-0004-1
- Han, S. H., Hong, K. N., Shin, B. G., Lim, J. M., & Kwak, S. H. (2011). Characteristics of shear behavior of reinforced concrete beams strengthened with near surface mounted CFRP strips, Journal of the Korea Institute for Structural Maintenance and Inspection, 15(5), 178-189. https://doi.org/10.11112/jksmi.2011.15.5.178
- Kim, S. Y., Byun, H. Y., Sim, J. I., Chung, H. S., & Yang, K. H. (2007). Shear behavior of reinforced concrete beams strengthened with unbonded-type wire rope units, Journal of the Korea Concrete Institute, 19(1), 83-90. https://doi.org/10.4334/JKCI.2007.19.1.083
- Lee, S. H., Lee, H. D., Shin, K. J., & Kang, T. H. K. (2014). Shear strengthening of continuous concrete beams using externally prestressed steel bars, PCI Journal, 59(4), 77-92. https://doi.org/10.15554/pcij.09012014.77.92
- Lee, S. H., Shin, K. J., & Kang, T. H. K. (2015). Flexural strengthening of continuous concrete beams using external prestressed steel bars, PCI Journal, 60(1), 68-86.
- Lee, S. H., Lee, H. D., Lee, C. S., & Shin, K. J. (2017). Flexural strengthening of damaged reinforced concrete (RC) beams using externally post-tensioning steel rods, Journal of Architectural Institute of Korea (Structure & Construction), 33(7), 3-11.
- Lee, S. H., Lee, H. D., Park, S. G., & Shin, K. J. (2018). Shear strengthening by externally post-tensioning steel rods in damaged reinforced concrete (RC) beams, Journal of Architectural Institute of Korea (Structure & Construction), 34(1), 3-10.
- Min, C. S. (2013). Reinforced Concrete Design, 3rd Ed., Goomiseokuan, Korea, 413-473.
- Naaman, A. E., & Breen, J. E. (1990). External Prestressing in Bridge, ACI Special Publication SP-120, American Concrete Institute (ACI), Detroit, MI, USA.
- Park, R., & Paulay, T. (1975). Reinforced Concrete Structures, John Wiley & Sons, New York, USA, 270-310.
- Shin, K. J., Kim, Y. J., & Moon, J. H. (2007). An experimental study on flexural behavior of RC beams strengthened with hi-strength bars(3), Journal of the Korea Concrete Institute, 19(3), 351-358. https://doi.org/10.4334/JKCI.2007.19.3.351
- Shin, K. J., Kim, Y. J., & Moon, J. H. (2008). A study on flexural behavior of RC beams strengthening with high-strength bars according to the reinforcing ratio, Journal of Architectural Institute of Korea (Structure & Construction), 24(5), 51-58.
- Teng, S., Kong, F. K., Poh, S. P., Guan, L. W., & Tan, K. H. (1996). Performance of strengthened concrete deep beams predamaged in shear, ACI Structural Journal, 93(2), 159-170.
- Virlogeux, M. P. (1982). External prestressing, IABSE Proceedings, International Association for Bridge and Structural Engineering, 101-108, Zurich, Switzerland.
- Yang, K. H., Sim J. I., & Byun, H. Y. (2007). Shear capacity of reinforced concrete continuous T-beams externally strengthened with wire rope units, Journal of the Korea Concrete Institute, 19(6), 773-783. https://doi.org/10.4334/JKCI.2007.19.6.773