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Lie, T. T. / Almand, K. H. (1990): A Method To Predict the Fire Resistance of Steel Building Columns. In: Engineering Journal, v. 27, n. 4 (December 1990).
https://doi.org/10.62913/engj.v27i4.560
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Lie, T. T. (1978): Fire Resistance of Structural Steel. In: Engineering Journal, v. 15, n. 4 (December 1978).
https://doi.org/10.62913/engj.v15i4.323
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Lie, T. T. / Stanzak, W. W. (1976): Structural Steel and Fire; More Realistic Analysis. In: Engineering Journal, v. 13, n. 2 (June 1976).
https://doi.org/10.62913/engj.v13i2.261
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Lie, T. T. / Stanzak, W. W. (1973): Fire Resistance of Protected Steel Columns. In: Engineering Journal, v. 10, n. 3 (September 1973).
https://doi.org/10.62913/engj.v10i3.211
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Lie, T. T. / Williams-leir, G. (1979): Factors affecting temperature of fire-exposed concrete slabs. In: Fire and Materials, v. 3, n. 2 (June 1979).
https://doi.org/10.1002/fam.810030204
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Lie, T. T. (1972): Optimum Fire Resistance of Structures. In: Journal of the Structural Division (ASCE), v. 98, n. 1 (January 1972).
https://doi.org/10.1061/jsdeag.0003111
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Stanzak, W. W. / Lie, T. T. (1973): Fire Resistance of Unprotected Steel Columns. In: Journal of the Structural Division (ASCE), v. 99, n. 5 (May 1973).
https://doi.org/10.1061/jsdeag.0003508
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Kodur, V. K. R. / Ghani, B. A. / Sultan, M. A. / Lie, T. T. / El-Shayeb, M. (2001): A model for evaluating the fire resistance of contour-protected steel columns. In: Structural Engineering and Mechanics, v. 12, n. 5 (November 2001).
https://doi.org/10.12989/sem.2001.12.5.559
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Lie, T. T. / Allen, D. E. (1974): Fire resistance of reinforced concrete columns. Presented at: IABSE Symposium: Dimensionnement et sécurité des pièces comprimées en béton armé = Bemessung und Sicherheit von Stahlbeton-Druckgliedern = Design and Safety of Reinforced Concrete Compression Members, Québec, Canada, 1974.
https://doi.org/10.5169/seals-15739
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Pokhrel, M. K. / Anderson, T. N. / Lie, T. T. (2019): The effect of wind on the convective heat transfer from the floor of single-sided naturally ventilated cubical enclosures. In: Architectural Science Review, v. 63, n. 5 (October 2019).
https://doi.org/10.1080/00038628.2020.1733481
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Lie, T. T. (1984): A procedure to calculate fire resistance of structural members. In: Fire and Materials, v. 8, n. 1 (March 1984).
https://doi.org/10.1002/fam.810080108
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Lie, T. T. (1980): New facility to determine fire resistance of columns. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 7, n. 3 (September 1980).
https://doi.org/10.1139/l80-063
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Lie, T. T. (1979): Safety factors for fire loads. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 6, n. 4 (December 1979).
https://doi.org/10.1139/l79-074
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Lie, T. T. (1977): A method for assessing the fire resistance of laminated timber beams and columns. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 4, n. 2 (June 1977).
https://doi.org/10.1139/l77-021
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Ng, Ah Book / Mirza, M. Saeed / Lie, T. T. (1989): Fire endurance analysis of reinforced concrete columns. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 16, n. 3 (June 1989).
https://doi.org/10.1139/l89-054
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Richardson, J. K. / Yung, D. / Mawhinney, J. R. / Proulx, G. / Lie, T. T. / Lougheed, G. D. (1995): Design against fire – an introduction to fire safety engineering design. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 22, n. 4 (August 1995).
https://doi.org/10.1139/l95-097
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Lie, T. T. / Stringer, D. C. (1994): Calculation of the fire resistance of steel hollow structural section columns filled with plain concrete. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 3 (June 1994).
https://doi.org/10.1139/l94-041
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Lie, T. T. / Kodur, V. K. R. (1996): Thermal and mechanical properties of steel-fibre-reinforced concrete at elevated temperatures. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 23, n. 2 (April 1996).
https://doi.org/10.1139/l96-055
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Kodur, V. K. R. / Lie, T. T. (1997): Evaluation of fire resistance of rectangular steel columns filled with fibre-reinforced concrete. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 24, n. 3 (June 1997).
https://doi.org/10.1139/l96-114
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Lie, T. T. (1994): Fire Resistance of Circular Steel Columns Filled with Bar‐Reinforced Concrete. In: Journal of Structural Engineering (ASCE), v. 120, n. 5 (May 1994).
https://doi.org/10.1061/(asce)0733-9445(1994)120:5(1489)
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Lie, T. T. / Irwin, R. J. (1995): Fire Resistance of Rectangular Steel Columns Filled with Bar-Reinforced Concrete. In: Journal of Structural Engineering (ASCE), v. 121, n. 5 (May 1995).
https://doi.org/10.1061/(asce)0733-9445(1995)121:5(797)
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Lie, T. T. / Kodur, V. K. R. (1996): Fire Resistance of Steel Columns Filled with Bar-Reinforced Concrete. In: Journal of Structural Engineering (ASCE), v. 122, n. 1 (January 1996).
https://doi.org/10.1061/(asce)0733-9445(1996)122:1(30)
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Kodur, V. K. R. / Lie, T. T. (1996): Fire Resistance of Circular Steel Columns Filled with Fiber-Reinforced Concrete. In: Journal of Structural Engineering (ASCE), v. 122, n. 7 (July 1996).
https://doi.org/10.1061/(asce)0733-9445(1996)122:7(776)