1. Darwin, D. and Pecknold, D. A. W. (1974). “Inelastic Model for Cyclic Biaxial Loading of Reinforced Concrete.” SRS No.409, Civil Engineering Studies, University of Illinois, Urbans-Champaign, Illinois.
2. Enomoto, K., Yonezawa, K. and Noguchi, H. (1994). “Analytical study on deterioration of compressive characteristics of cracked ultra-high strength concrete.” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, C-II, 737-738. (in Japanese)
3. Fafitis, A. and Shah, S. P. (1985). “Lateral reinforcement high-strength concrete columns.” ACI Special Publication, No. SP-87, 213-232.
4. Fukuyama, H. and Suwada, H. (2003). “Experimental response of HPFRCC dampers for structural control.” Journal of Advanced Concrete Technology, Japan Concrete Institute, 1(3), 317-326.
5. Han, T-S, Feenstra, P. H. and Billington, S. L. (2003). “Simulation of highly ductile fiber-reinforced cement-based composite components under cyclic loading.” ACI Structural Journal, 100(6), 794-757.