JKCI - Journal of the Korea Concrete Institute

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1.Franssen, J. M. and Dotreppe, J. C., “Fire Test and Calculation Methods for Circular Concrete Columns,” Fire Technology, Vol. 39, Issue 1, 2003, pp. 89-97. (doi: http://dx.doi.org/10.1023/A:1021783311892)

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2.Kalifa, P., Menneteau, F. D., and Quenard, D., “Spalling and Pore Pressure in HPC at High Temperatures,” Cement and Concrete Research, Vol. 30, Issue 12, 2000, pp. 1915-1927.

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3.Notification No. 2008-334 of Ministry of Land in Korea, Management Standard for Fire Resistance of Concrete Column and Beam, 2008, pp. 1-9.

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4.Kalifa, P., Chéné, G., and Gallé, C., “High-Temperature Behaviour of HPC with Polypropylene Fibres from Spalling to Microstructure,” Cement and Concrete Research, Vol. 31, Issue 10, 2001, pp. 1487-1499.

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5.Song, H., Hyung, W. G., Do, J. Y., and Soh, Y. S., “Explosive Spalling Dependent on Compressive Strength and Moisture Content of High Strength Concrete including Silica Fume,” Journal of Architectural Institute of Korea, Vol. 20, No. 9, 2004, pp. 111-117.

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6.Ko, J. W., Ryu, D. W., and Noguchi, T., “The Spalling Mechanism of High-Strength Concrete under Fire,” Magazine of Concrete, Vol. 63, Issue 5, 2011, pp. 357-370. (doi: http://dx.doi.org/10.1680/macr.10.00002)

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7.Hertz, K. D., “Limits of Spalling of Fire-Exposed Concrete,” Fire Safety Journal, Vol. 38, Issue 2, 2003, pp. 103-116.

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8.Fu, Y. and Li, L., “Study on Mechanism of Thermal Spalling in Concrete Exposed to Elevated Temperature,” Material and Structures, Vol.44, Issue 1, 2011, pp. 361-376. (doi: http://dx.doi.org/10.1617/s11527-010-9632-6

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9.Comites Euro-International Du Beton, Fire Design of Concrete Structures-in Accordance with CEB/FIP Model Code 90 (Final Draft), CEB Bulletin D’Information No. 208, July, 1991, Lausanne, Switzerland, pp. 33-48.

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10.Comite Europeen de Normalisation (CEN), BS EN Eurocode 2: Design of Concrete Structures, Part 1-2: Structural Fire Design, 2004, pp. 19-32.

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11.Kodur, V. K. R. and Sultan, M., “Effect of Temperature on Thermal Properties of High-Strength Concrete,” Journal of Materials in Civil Engineering, ASCE, Vol. 15, No. 2, 2003, pp. 101-107. (doi: http://dx.doi.org/10. 1061/(ASCE)0899-1561(2003)15:2(101))

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12.Kodur, V. K. R. and Lie, T. T., “Fire Resistance of Fibre-Reinforced Concrete,” Fibre Reinforced Concrete: Present and the Future, Canadian Society of Civil Engineers, 1998, pp. 189-213.

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13.Sullivan, P. J. E. and Sharshar, R., “Performance of Concrete at Elevated Temperatures (as Measured by the Reduction in Compressive Strength),” Fire Technology, Vol. 28, No. 3, 1992, pp. 351-359.

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14.Hertz, K. D., “Concrete Strength for Fire Safety Design,” Magazine of Concrete Research, Vol. 57, No. 8, 2005, pp. 445-453. (doi: http://dx.doi.org/10.1680/macr.2005.57. 8.445)

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15.Phan, L. T., “High-Strength Concrete at High Temperature- An Overview,” Utilization of High Strength/High Perfor-mance Concrete, 6th International Symposium Proceedings, Vol. 1. 2002, pp. 501-518.

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16.Anderberg, Y. and Thelandersson, S., “Stress and Defor-mation Characteristics of Concrete at High Temperature: Part 2 Experimental Investigation and Material Behaviour Model,” Bulletin, University of Lund, Sweden, Vol. 54, 1976, pp. 1-84.

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17.RILEM Technical Committee, Recommendation: Part 6-Thermal Strain, Materials and Structures, 1997, pp. 17-21.

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18.RILEM Technical Committee, Recommendation: Part 7-Transient Creep, Materials and Structures, 1998, pp. 290-295.

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