مدلسازی تحلیلی منحنی بار-تغییرمکان در تیرهای بتنی مسلح

[1] Bayrak O., Sheikh A. Sh., “Plastic hinge analysis”,Journal of structural engineering, Vol. 127, No. 9, pp.

1092-1100, 2001.

[2] Abadalla H. A., “Evaluation of deflection in concrete members reinforced with fiber reinforced polymer

(FRP) bars”, composite structures, Vol. 6, No. 1, pp.63-71, 2002.

[3] Cocchetti G., Maier G., “Elastic- plastic and limit state analysis of frames with softening plastic- hinge

models by mathematical programming”, International Journal of solids and structures, Vol. 40, No. 25, pp.

7219-7244, 2003.

[4] Bischoff P., “Reevaluation of deflection prediction for concrete beams reinforced with steel and fiber

reinforced polymer bars” Journal of structural engineering, vol. 131, No. 5, pp. 752-768, 2005.

[5] Scott M. H., Fenves G. L., “Plastic hinge integration methods for force- based beam- column elements”,

Journal of structural engineering, ASCE, vol. 132, No.2, pp. 244-252, 2006.

[6] Inel M., Ozman H. B., “Effect of plastic hinge properties in nonlinear analysis of reinforced concrete

buildings”, Engineering structures, vol. 28, No.1, pp.1494 – 1502, 2006.

[7] Sonam Jamtsho, “Geometric Modelling of 3D Range Cameras and their Application for Structural

Deformation Measurement”, Student thesis, University of Calgary, 2010.

[8] Kalkan I., “Deflection prediction for reinforced concrete beams through different effective moment of

inertia expressions”, International journal of research & development, vol. 2, No. 1, pp. 72-80, 2010.

[9] He R., Zhong H., “Large deflection elaso- plastic analysis of frames sing the weak- form quadrature

element method”, Finite element in analysis and design, vol. 50, pp. 125-133, 2012.

[10] Hee Sun Kim, Yeong Soo Shin “Flexural behavior of reinforced concrete (RC) beams retrofitted with hybrid

fiber reinforced polymers (FRPs) under sustaining loads”, Composite structures, vol. 93, No. 2, pp. 802-

811, 2011.

[11] Hajighasemali S., Ramezanianpour A. A., Lotfi, V.,“Flexural strength and numerical simulation of ASR

affected beams", 13th international conference on Alkali aggregate reaction in concrete, Norway, 2008.

[12] R. Park, “Evaluation of ductility of structures and structural assemblages from laboratory testing”,

Bulletin of the New zealand National society for earthquake engineering, Vol 22, No 3, September,

1989.

[13] Whiteman T., Lichti D. D., Chandler I., “Measurements of deflection in concrete beams by close- range digital photogrammetry”, ISPRS Commission IV, Symposium on geospatial theory, Processing and applications, vol. 34, Part 4, July, 2012.

[14] Youa,b. Zh., Chenc X., Dongc Sh., “Ductility and strength of hybrid fiber reinforced self-consolidating

concrete beam with low reinforcement ratios”, System Engineering Procedia, vol. 1, pp. 28-34, 2011.

[15] Wang C. M., Lam K. Y., He X. Q., Chucheepsakul S.,“large deflections of an end supported beam subjected

to a point load”, International journal of non- linear mechanics , vol. 32, No.1, pp. 63-72, , 1997.

[16] Mirmiran A., , Mohsen Shahawy M., Samaan M.,“Strength and ductility of hybrid FRP-concrete beamcolumns”,Journal of Structural Engineering, ASCE,vol.125, No. 10, pp, 1085–1093, 1999.

[17] Krishnan S., Hall J. F., “Modeling steel frame building in three dimensions. I: Panel zone and plastic hinge

beam elements”, Journal of engineering mechanics, ASCE, vol. 132, No. 4, pp. 345-358, 2006.

[18] Mendis P., “Plastic hinge lengths of Normal and highstrength concrete in flexure”, Advances in structural

engineering, vol. 4, No.4, pp. 185-195, 2001.

[19] ACI 318-08, “Building code requirements for structural concrete and commentary”, Reported by ACI committee 318.

[20] ACI363R-92 (reapproved 1997), ACI committee 363, state of the art, Report of high-strength concrete.