참고문헌
- Cho, C. G., Kappos, A. J., Moon, H. J., & Lim, H. J., "Experiments and failure analysis of SHCC and reinforced concrete composite slabs", Engineering Failure Analysis, Vol.56, pp.320-331, 2015 https://doi.org/10.1016/j.engfailanal.2015.01.009
- Cho, C. G., Han, B. C., Moon, H. J., Lim, H. J., & Lee, S. J., "Flexural Experiments and Strength Evaluation of Cast-In-Placed SHCC and Reinforced Concrete Composite Slabs", Journal of the Architectural Institute of Korea Structure & Construction, Vol.29, No.4, pp.19-26, 2013 https://doi.org/10.5659/JAIK_SC.2013.29.4.19
- Joh, C. B., Kim, B. S., Hwang, H. H., Choi, K. K., & Choi, S. H., "Punching Shear Strength of Deck Slabs Made of Ultra High Performance Concrete", Journal of the Korea Institute for Structural Maintenance and Inspection, Vol.15, No.4, pp.221-231, 2011 https://doi.org/10.11112/jksmi.2011.15.4.221
- Yoo, S. W., Ahn, Y. S., Cha, Y. D., & Joh, C. B., "Experiment of Flexural Behavior of Composite Beam with Steel Fiber Reinforced Ultra High Performance Concrete Deck and Inverted-T Steel Girder", Journal of the Korea Concrete Institute, Vol.26, No.6, pp.761-769, 2014 https://doi.org/10.4334/JKCI.2014.26.6.761
- John, H., & George, S. (2013). The Implementation of Full Depth UHPC Waffle Bridge Deck Panels(Report No. FHWA-HIF-13-031). USA: Federal Highway Administration.
- KCI, "Structures Design Recommendations for K-UHPC" Korea Concrete Institute, Korea, 2012
- ACI, "American Concrete Institute (2014) Building Code Requirements for Structural Concrete (ACI 318M-14) and Commentary (ACI 318RM-14)", Farmington Hills, Michigan, USA, 2014
- MOLIT, "Strut-Tie Model", Ministry of Land, Infrastructure and Transport, Korea, 2016
- Schlaich, J. & Schäfer, K., "Design and detailing of structural concrete using strutandtie models", Structural Engineer, Vol.69, No.6, pp.113-125, 1991