1. ACI (2002). “Building code requirements for structural concrete (318-02) and commentary (318R-02).” American Concrete Institute.
2. Kimura, H., Sugano, S. and Nagashima, T. (1996). “Seismic behavior of reinforced concrete columns using ultra-high-strength concrete under high axial load.” 4th Int. Sym. on the Utilization of HS/HPC, Paper number 184, Paris, 1996.
3. Konstantinidis, D. (2005). “Seismic response of high-rise RC buildings made of high-strength materials.” 7th Int. Sym. on the Utilization of HS/HPC, Washington, Editor Henry G. Russel, ACI, SP-228-39, 595-614.
4. Mertol, H. C. et al. (2005). “Behavior and design of HSC members subjected to axial compression and flexure.” 7th Int. Sym. on the Utilization of HS/HPC, Washington, Editor Henry G. Russel, ACI, P-228-28, 395-419.
5. Nagashima, T., Sugano, S., Kimura, H. and Ichikawa, A. (1992). “Monotonic axial compression test on ultra-high-strength concrete tied columns.” Proceedings of 10th World Conference on Earthquake Engineering, Madrid, Spain.