]1[ اصفهانی، م. ر.، صابریزاده، م.، "تحلیل یقیناندیشانه مقاومت و شکلپذیری ستونهای ساخته شده از بتن پر مقاومت" نشریه علمی پژوهشی امیرکبیر، (زیر چاپ).
[2] Sciuva, M. D., Lomario, D., "A Comparison of Monte Carlo and FORMs in calculating the reliability of a Composite Structure", Composite Structures, 2003, 59, 155-162.
[3] Richart, F. E., Brandtzaeg, A., Brown, R. L., "The Failure of Plain and Spirally Reinforced Concrete in Compression", University of Illinois Engineering Station Bulletin Series No. 190, Vol. 26, (April 1929), 73 pp.
[4] Iyengar, K. T. S. R., Desayi, P., Reddy, K. N., "Stress-Strain Characteristics of Concrete Confined in Steel Binders", Magazine of Concrete Research, Vol. 22, No. 72 (Sep. 1970) pp. 173-184.
[5] Martinez, S., Nilson, A. H., Slate, F. O., "Spirally Reinforced High-Strength Concrete Columns", ACI Journal, 1984, 431-442.
[6] Fafitis, A., Shah, P. S., "Lateral Reinforcement for High-Strength Concrete Columns", ACI Special Publication, SP-87, Detroit, USA, 1985, pp 213-232.
[8] Bjerkeli, L., Tomaszewicz, A., Jensen, J. J., "Deformation Properties and Ductility of High-Strength Concrete", High-Strength Concrete: Second International Symposium, ACI SP-121-12, Detroit, 1990 pp 215-238.
[9] Razvi, S., Saatcioglu, M., "Confinement Model for High-Strength Concrete", ASCE Journal of Structural Engineering, 1999, 125 (3), 281-289.
[10] Saatcioglu, M., Razvi, S. R., "Strength and Ductility of Confined Concrete", ASCE Journal of Structural Engineering,1992, 118 (6), 1590-1607.
[11] Assa, B., Nishiyama, M., Watanabe, F.; "New Approach for Modeling Confined Concrete. I: Circular Columns", ASCE Journal of Structural Engineering, 2001, 127 (7) 743-750.
[12] Sungjoong, K., Rizkalla, S., "Behavior of High-Strength Concrete Columns", PhD Dissertation, North CarolinaStateUniversity, Raleigh, 2007.
[13] Nagashima, T., Sugano, S., Kimura, H., Ichikawa, A., "Monotonic Axial Compression Test on Ultra-High-Strength Concrete Tied Columns", Earthquake Engineering 10th World Conference, Madrid, Spain, July, 1992, pp 2983-2988.
[14] Sun, Y. P., Sakino, K., "Ductility Improvement of Reinforced Concrete Columns with High Strength Materials", Transactions of JCI, 1993 (15), 455-462.
[15] Muguruma, H., Nishiyama, M., Watanabe, F., "Stress-strain Curve Model for Concrete with a Wide Range of Compressive Strength", Proceedings of the 3rd International Conference on Utilization of High Strength Concrete, Lillehammer, Norway, 1993, pp 314-321
[16] Kappos, A. J., Konstantinidis, D., "Statistical Analysis of Confined High Strength Concrete", Materials and Structures, 1999, 32, 734-748.
[17] Ibrahim, H. H. H., MacGregor, J. G., "Flexural Behavior of Laterally Reinforced High-Strength Concrete Sections", ACI Structural Journal, 1996, 93, 6, 674-684.
[18] Diniz, S. M. C., Frangopol, D. M., "Strength and Ductility Simulation of High Strength Concrete Columns", ASCE Journal of Structural Engineering, 1997, 123, (10) 1365-1374.
[19] Faimun, Aji, P., Tavio, Suprobo, P., "Usulan Kurva Hubungan Tegangan-Regangan Beton Terkekang", Majalah IPTEK, Lembaga Penelitian, Institut Teknologi Sepuluh Nopember, 1999, 12, 1, 61-70.
[20] Le´geron1, F., Paultre, P., "Uniaxial Confinement Model for Normal- and High-Strength Concrete Columns", ASCE Journal of Structural Engineering, 2003, 129, (2) 241-259.
[21] Tavio, Budiantara, N., Kusuma, B., "Spline Nonparametric Regression Analysis of Stress-Strain Curve of Confined Concrete", Civil Engineering Dimension 2008, 10, (1) 14-27.
[22] Bauer, J., Pula, W., "Reliability with respect to Settlement Limit-states of Shallow Foundations on Linearly-deformable Subsoil", Computer and Geotechnique, 2000, 26, 281-308.
)