JKCI - Journal of the Korea Concrete Institute

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1.Ju, H., Lee, D. H., Hwang, J. H., Kang, J. W., Kim, K. S., and Oh, Y. H., “Torsional Behavior Model of Steel Fiber- Reinforced Concrete Members Modifying Fixed-Angle Softened-Truss Model,” Composites Part B: Engineering, Vol. 45, No. 1, 2013, pp. 215-231. (doi: http://dx.doi.org/ 10.1016/j.compositesb.2012.09.021)

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2.Korea Concrete Institute, Concrete Design Code, Kimoondang Publishing Company, 2012, 342 pp.

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9.Chiu, H. J., Fang, I. K., Young, W. T., and Shiau, J. K., “Behavior of Reinforced Concrete Beams with Minimum Torsional Reinforcement,” Engineering Structures, Vol. 29, No. 9, 2007, pp. 2193-2205. (doi: http://dx.doi.org/10.1016/ j.engstruct.2006.11.004)

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18.Ghoneim, M. G. and MacGregor, J. G., “Evaluation of Design Procedures for Torsion in Reinforced and Prestressed Concrete,” Report No. 184, Department of Civil Engineering, University of Alberta, Edmonton, 1993, 301 pp.

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20.Lee, J. Y. and Kim, S. W., “Torsional Strength of RC Beams Considering Tension Stiffening Effect,” ASCE, Journal of Structural Engineering, Vol. 136, No. 1, 2010, pp. 1367-1378. (doi: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000237)

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21.McMullen, A. E. and Rangan, B. V., “Pure Torsion in Rectangular Sections-A Re-Examination,” ACI Journal, Vol. 75, No. 10, 1978, pp. 511-519.

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22.ACI Committee 318, Building Code Requirements for Structural Concrete and Commentary (ACI 318-05), American Concrete Institute, 2005, 430 pp.

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