[1]
J.J. KIM, S.T. YI, J.K. KIM. Size Effect of Concrete Members Applied with Flexural Compressive. International Journal of Fracture. Vol. 126 (2004), p.79.
DOI: 10.1023/b:frac.0000025300.66782.38
Google Scholar
[2]
H.Y. Huang, Z.M. Zhang. Size Effect in Concrete. Concrete, Vol, 3(2004), p.8.
Google Scholar
[3]
Information on http: / nisee. berkeley. edu/spd.
Google Scholar
[4]
W.R. Cheng, G.Y. Kang, D.H. Yan. Concrete Structure Design Principle. China Architecture &Building Press, (2001).
Google Scholar
[5]
W.S. Cheng, B.S. Zhang. Analysis of Strength and Deformation of Confined Reinforeed Conerete Columns under Eccentric Loadings. Journal of Hunan University. Vol, 9(1982), No. 4, p.20.
Google Scholar
[6]
J.M. Shen, Y.J. Weng. Behaviour of R.C. Compression-Flexure Members under Cyclic Loading. China Civil Engineering Journal. Vol, 15(1982), No. 2, p.53.
Google Scholar
[7]
B.L. Zhu, K.L. Zhang. A Study of Restoring Force Characteristics of Reinforeed Concrete Flexural Members with a Constant Axial Load. Journal of Tongji University. Vol, 2(1982), p.1.
Google Scholar
[8]
W.D. Xu. Seismic Behavior of Concrete Columns with High StrengthS teel Bars. Tongji University. (2007).
Google Scholar
[9]
T. Xie, Z.Y. Chen. Experimental Investigation HSC Columns Seismic Behavior, Building Structure. Vol, 12(1998), p.3.
Google Scholar
[10]
Y. Lu, G.F. Zhang. T. p. Tassios, C. ZeriS. A Comparative Study of Scaled RC Columns Subjected to Cyclic Lateral. Building Structure. Vol, 9(1994), p.13.
Google Scholar
[11]
X.Y. Cheng, Y.S. Zou. The Experiment and the Hysteresis Model of Reinforced Concrete Members in Combined Bending and Axial Load under Cyclic Loading, Journal of Hunan University . Vol, 1(1981), p.15.
Google Scholar
[12]
Bazant, Z.P., and Xiang, Yuyin. Size effect in compression fracture: splitting crack band propagation [J]. Journal of Engineering Mechanics, 1997, 123(2): l62-172.
DOI: 10.1061/(asce)0733-9399(1997)123:2(162)
Google Scholar
[13]
Jin-Keun Kim, Seong-Tae Yi, Jang-Ho Jay Kim. effect of specimen sizes on flexural compressive strength of comcrete[J]. ACI Structural Jouranl. 2001, 5: 416-424.
Google Scholar