Difference between revisions of "CFT Fire Studies"
From Composite Systems
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| Applied Mechanics and Materials | | Applied Mechanics and Materials | ||
| Wang, G. Y., Wang, X. Q., Liu, G. W., Liu, X. Y., Ma, D. F. (2011). “Fire Performance of CFST, SRC and RC Frames,” Applied Mechanics and Materials, 99-100, 300-303. [[doi:10.4028/www.scientific.net/AMM.99-100.300]] | | Wang, G. Y., Wang, X. Q., Liu, G. W., Liu, X. Y., Ma, D. F. (2011). “Fire Performance of CFST, SRC and RC Frames,” Applied Mechanics and Materials, 99-100, 300-303. [[doi:10.4028/www.scientific.net/AMM.99-100.300]] | ||
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| + | | Wang et al. | ||
| + | | 2011 | ||
| + | | Applied Mechanics and Materials | ||
| + | | Wang, X. T., Yin, J., Zhou, M., and Wang, J. M. (2011). “Fire Performance of CFST, SRC and RC Frames,” Applied Mechanics and Materials, v. 71-78, Frontiers of Green Building, Materials and Civil Engineering, 3733-3736. [[doi:10.4028/www.scientific.net/AMM.71-78.3733]] | ||
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| Yang, Han, & Wang | | Yang, Han, & Wang | ||
Revision as of 20:23, 11 October 2012
| Author(s) | Year | Publication | Reference |
|---|---|---|---|
| Allen & Lie | 1974 | National Research Council of Canada (NRCC) | Allen, D. E. and Lie, T. T. (1974). “Further Studies of the Fire Resistance of Reinforced Concrete Columns,” Report No. NRCC 14047, National Research Council of Canada (NRCC), Division of Building Research, Ottawa, Canada. |
| Chabot & Lie | 1992 | National Research Council of Canada, Institute for Research in Construction | Chabot, M. and Lie, T. T. (1992). “Experimental Studies on the Fire Resistance of Hollow Steel Columns Filled with Bar-Reinforced Concrete,” IRC Internal Report No. 268, National Research Council of Canada, Institute for Research in Construction, Ottawa, Canada. |
| Chung, Park, & Cho | 2008 | Journal of Constructional Steel Research | Chung, K., Park, S., and Choi, S. (2008). “Material effect for predicting the fire resistance of concrete-filled square steel tube column under constant axial load.” Journal of Constructional Steel Research, 64(12), 1505-1515. doi:10.1016/j.jcsr.2008.01.002 |
| Dai and Lam | 2012 | Journal of Constructional Steel Research | Dai, X. H. and Lam, D. (2012). “Shape effect on the behaviour of axially loaded concrete filled steel tubular stub columns at elevated temperature.” Journal of Constructional Steel Research, 73, 117-127. doi:10.1016/j.jcsr.2012.02.002 |
| Ding & Wang | 2006 | Proceedings of the Eleventh International Symposium and IIW International Conference on Tubular Structures | Ding, J., and Wang, Y. C. (2006). “The Behavior of Rotationally Restrained Concrete Filled Tubular Columns in Fire,” Tubular Structures XI, Proceedings of the Eleventh International Symposium and IIW International Conference on Tubular Structures, Packer, J. A. and Willibald, S. (eds.), Québec City, Canada, 31 August-2 September 2006, Taylor & Francis, Leiden, The Netherlands, pp. 417-424. |
| Ding & Wang | 2007 | Engineering Structures | Ding, J., and Wang, Y. C. (2007). “Experimental Study of Structural Fire Behaviour of Steel Beam to Concrete Filled Tubular Column Assemblies with Different Types of Joints.” Engineering Structures, Vol. 29, No. 12, pp. 3485-3502. |
| Ding & Wang | 2007 | Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07) | Ding, J., and Wang, Y. C. (2007). “Realistic modelling of Concrete Filled Tubular (CFT) columns in fire.” Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07), Taylor & Francis, Manchester, UK. |
| Ding & Wang | 2008 | Journal of Constructional Steel Research | Ding, J., and Wang, Y. C. (2008). “Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire.” Journal of Constructional Steel Research, 64(10), 1086-1102. doi:10.1016/j.jcsr.2007.09.014 |
| Ding & Wang | 2009 | Fire Safety Journal | Ding, J., and Wang, Y. C. (2009). “Temperatures in unprotected joints between steel beams and concrete-filled tubular columns in fire.” Fire Safety Journal, 44(1), 16-32. doi:10.1016/j.firesaf.2008.02.004 |
| Ding | 2008 | The Structural Engineer | Ding, S. (2008). “Design for robustness of connections to concrete filled tubular columns in fire.” The Structural Engineer, 86(19), 22-26. |
| Edwards | 1994 | Proceedings of the Sixth International Symposium on Tubular Structures | Edwards, M. (1994). “A Re-Evaluation of the Fire Protection of Unprotected Concrete Filled SHS Columns,” Tubular Structures VI, Proceedings of the Sixth International Symposium on Tubular Structures, Grundy, P., Holgate, A., and Wong, W. (eds.), Melbourne, Australia, 14-16 December 1994, A. A. Balkema, Rotterdam, The Netherlands, pp. 299-306. |
| Edwards | 1998 | Proceedings of the Eighth International Symposium on Tubular Structures | Edwards, M. (1998). “The Performance in Fire of Concrete Filled SHS Columns Protected by Intumescent Paint,” Tubular Structures VIII, Proceedings of the Eighth International Symposium on Tubular Structures, Choo, Y. S., and Van der Vegte, G. J. (eds.), Singapore, 26-28 August 1998, A. A. Balkema, Rotterdam, The Netherlands, pp. 491-498. |
| Edwards | 2001 | Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures | Edwards, M. (2001). “The Performance in Fire of Fully Utilised Concrete Filled SHS Columns with External Fire Protection,” Tubular Structures IX, Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures, Puthli, R. and Herion, S. (eds.), Düsseldorf, Germany, 3-5 April 2001, Swets & Zeitlinger, Lisse, The Netherlands, pp. 461-465. |
| Elsawaf, Wang, & Mandal | 2011 | Engineering Structures | Elsawaf, S., Wang, Y.C., and Mandal, P. (2011). "Numerical modelling of restrained structural subassemblies of steel beam and CFT columns connected using reverse channels in fire." Engineering Structures, 33 (4), pp. 1217-1231 doi:10.1016/j.engstruct.2010.12.043 |
| Espinos, Romero, & Hospitaler | 2010 | Journal of Constructional Steel Research | Espinos, A., Romero, M.L., and Hospitaler, A. (2010). "Advanced model for predicting the fire response of concrete filled tubular columns," Journal of Constructional Steel Research, 66 (8-9), pp. 1030-1046. doi:10.1016/j.jcsr.2010.03.002 |
| Espinos et al. | 2011 | Engineering Structures | Espinos, A., Gardner, L., Romero M.L., and Hospitaler, A. (2011). "Fire behaviour of concrete filled elliptical steel columns," Thin-Walled Structures, 49 (2), pp. 239-255. doi:10.1016/j.tws.2010.10.008 |
| Espinos, Romero, & Hospitaler | 2012 | Engineering Structures | Espinos, A., Romero, M. L., and Hospitaler, A. (2012). “Simple calculation model for evaluating the fire resistance of unreinforced concrete filled tubular columns.” Engineering Structures, 42, 231–244. doi:10.1016/j.engstruct.2012.04.022 |
| Espinos, Hospitaler, & Romero | 2009 | Acta Polytechnica | Espinos, A., Hospitaler, A., andRomero, M. L. (2009). “Fire resistance of axially loaded slender concrete filled steel tubular columns: development of a three-dimensional numerical model and comparison with Eurocode 4.” Acta Polytechnica, Czech Technical University in Prague, 49(1), pp. 39-43. |
| Fang, Igaki, & Nakamura | 1995 | Proceedings of the Fourth Pacific Structural Steel Conference | Fang, T., Igaki, R., and Nakamura, T.(1995). “Elastic-Plastic Behaviour of Concrete Filled Tubular Steel Columns,” Structural Steel, PSSC '95, Proceedings of the Fourth Pacific Structural Steel Conference, Shanmugam, N. E. and Choo, Y. S. (eds.), Singapore, October 25-27, 1995, Pergamon, Elsevier Science, Vol. 3, pp. 45-52. |
| Fike & Kodur | 2012 | Proceedings of the Structural Stability Research Council Annual Stability Conference 2012 | Fike, R. S. and Kodur, V. K. R. (2012). "Enhancing the fire performance of concrete-filled steel columns through system-level analysis," Proceedings of the Structural Stability Research Council Annual Stability Conference 2012, Dallas, Texas, 424-441. |
| Han | 1997 | Composite Construction -- Conventional and Innovative, Proceedings of the International Conference | Han, L.-H. (1997). “New Developments in Fire Resistance of Concrete Filled Steel Tubes in China,” Composite Construction -- Conventional and Innovative, Proceedings of the International Conference, Innsbruck, Austria, September 16-18, 1997, International Association of Bridge and Structural Engineers, Lausanne, Switzerland, pp. 391-396. |
| Han | 2001 | Journal of Constructional Steel Research | Han, L.-H. (2001). “Fire Performance of Concrete Filled Steel Tubular Beam-Columns,” Journal of Constructional Steel Research, Vol. 57, No. 6, June, pp. 695-709. |
| Han & Lin | 2004 | Journal of Structural Engineering, ASCE | Han, L.-H. and Lin, X.-K. (2004). “Tests on Cyclic Behavior of Concrete-Filled Hollow Structural Steel Columns after Exposure to the ISO-834 Standard Fire,” Journal of Structural Engineering, ASCE, Vol. 130, No. 11, November, pp. 1807-1819. |
| Han, Lin, & Yang | 2008 | Advances in Structural Engineering | Han, L. H., Lin, X. K., and Yang, Y. F. (2008). “Cyclic Performance of Concrete Filled Steel Tubular Columns After Exposure to Fire: Analysis and Simplified Model.” Advances in Structural Engineering, 11(4), 455-473. doi:10.1260/136943308785836853 |
| Han & Huo | 2003 | Journal of Structural Engineering, ASCE | Han, L.-H. and Huo, J.-S. (2003). “Concrete-Filled Hollow Structural Steel Columns after Exposure to ISO-834 Fire Standard,” Journal of Structural Engineering, ASCE, Vol. 129, No. 1, January, pp. 68-78. |
| Han, Huo, & Wang | 2007 | Journal of Structural Engineering, ASCE | Han, L.-H., Huo, J.-S., and Wang, Y.-C. (2007). “Behavior of Steel Beam to Concrete-Filled Steel Tubular Column Connections after Exposure to Fire,” Journal of Structural Engineering, ASCE, Vol. 133, No. 6, June, pp. 800-814. |
| Han, Yang, & Cheng | 2002 | Advances in Structural Engineering | Han, L.-H., Yang, H., and Cheng, S.-L. (2002). “Residual Strength of Concrete Filled RHS Stub Columns after Exposure to High Temperatures,” Advances in Structural Engineering, Vol. 5, No. 2, pp. 123-134. |
| Han et al. | 2003 | Journal of Structural Engineering, ASCE | Han, L.-H., Zhao, X.-L., Yang, Y.-F., and Feng, J.-B. (2003). “Experimental Study and Calculation of Fire Resistance of Concrete-Filled Hollow Steel Columns,” Journal of Structural Engineering, ASCE, Vol. 129, No. 3, March, pp. 346-356. |
| Han, Wang, & Yu | 2010 | Journal of Structural Engineering, ASCE | Han, L.-H., Wang, W.-H., and Yu, H.-X. (2010). "Experimental behaviour of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column frames subjected to ISO-834 standard fire," Engineering Structures, 32 (10), pp. 3130-3144. doi:10.1016/j.engstruct.2010.06.001 |
| Han, Wang, & Yu | 2012 | Engineering Structures | Han, L.-H., Wang, W.-H., and Yu, H.-X. (2012). “Analytical behaviour of RC beam to CFST column frames subjected to fire.” Engineering Structures, 36, 394–410. doi:10.1016/j.engstruct.2011.12.030 |
| Hass | 1991 | Proceedings of the Fourth International Symposium | Hass, R. (1991). “Recent Developments in the Fire Engineering Design of Concrete Filled Hollow Section Columns,” Tubular Structures, Proceedings of the Fourth International Symposium, Wardenier, J., and Panjeh Shahi, E. (eds.), Delft, The Netherlands, 26-28 June 1991, Delft University Press, Delft, The Netherlands, pp. 294-303. |
| Hass et al. | 2001 | Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures | Hass, R., Ameler, J., Zies, H., and Lorenz, H. (2001). “Fire Resistance of Hollow Section Composite Columns with High Strength Concrete Filling,” Tubular Structures IX, Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures, Puthli, R. and Herion, S. (eds.), Düsseldorf, Germany, 3-5 April 2001, Swets & Zeitlinger, Lisse, The Netherlands, pp. 467-474. |
| Hong et al. | 2010 | Journal of ASTM International | Hong, S., Varma, A. H., Parker, A., and Dean, S. W. (2010). “Predicting Fire Behavior of Composite CFT Columns Using Fundamental Section Behavior.” Journal of ASTM International , 65(1), 54-69. doi:10.1520/JAI102311 |
| Hong & Varma | 2009 | Journal of Constructional Steel Research | Hong, S., and Varma, A. H. (2009). “Analytical modeling of the standard fire behavior of loaded CFT columns.” Journal of Constructional Steel Research, 7(1), 54-69. doi:10.1016/j.jcsr.2008.04.008 |
| Huang & Burgess | 2012 | Engineering Structures | Huang, S.-S. and Burgess, I. W. (2012). “Effect of transient strain on strength of concrete and CFT columns in fire – Part 1: Elevated-temperature analysis on a Shanley-like column model.” Engineering Structures, 44, 379–388. doi:10.1016/j.engstruct.2012.05.032 |
| Huang & Burgess | 2012 | Engineering Structures | Huang, S.-S. and Burgess, I. W. (2012). “Effect of transient strain on strength of concrete and CFT columns in fire – Part 2: Simplified and numerical modelling.” Engineering Structures, 44, 389–399. doi:10.1016/j.engstruct.2012.05.052 |
| Huang et al. | 2007 | Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07) | Huang, S., Burgess, I. W., Huang, Z., and Plank, R. J. (2007). “Implications of transient thermal strain for the buckling of slender concrete-filled columns in fire.” Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07), Taylor & Francis, Manchester, UK. |
| Huo, Huang, & Xiao | 2009 | Journal of Constructional Steel Research | Huo J., Huang G., and Xiao Y. (2009). "Effects of sustained axial load and cooling phase on post-fire behaviour of concrete-filled steel tubular stub columns," Journal of Constructional Steel Research, 65 (8-9), pp. 1664-1676. doi:10.1016/j.jcsr.2009.04.022 |
| Huo et al. | 2009 | Proceedings of the 8th International Conference on Shock and Impact Loads on Structures | Huo, J.-S., Xiao, L.-P., Chen, B.-S., Xiao, Y. (2009). “Tests on impact behaviour of concrete-filled steel tube after exposure to high temperatures.” Proceedings of the 8th International Conference on Shock and Impact Loads on Structures, pp. 321-328. |
| Huo et al. | 2009 | Materials and Structures | Huo, J.-S., Zheng, Q., Chen, B.-S., Xiao, Y. (2009). “Tests on impact behaviour of micro-concrete-filled steel tubes at elevated temperatures up to 400°C.” Materials and Structures, v 42, n 10, pp. 1325-1334. doi:10.1617/s11527-008-9452-0 |
| Huo, Han, & Wang | 2010 | Advances in Structural Engineering | Huo, J.-S., Han, L.-H., and Wang, Y.-C. (2010). “Behaviour of Repaired Concrete Filled Steel Tubular Column to Steel Beam Joints after Exposure to Fire,” Advances in Structural Engineering, v 13, n 1, pp. 53-67. |
| Huo, Zeng, & Xiao | 2011 | Journal of Constructional Steel Research | Huo, J., Zeng, X., and Xiao, Y. (2011). "Cyclic behaviours of concrete-filled steel tubular columns with pre-load after exposure to fire." Journal of Constructional Steel Research, 67 (4), pp. 727-739. doi:10.1016/j.jcsr.2010.11.005 |
| Jiang, Wu, & Niu | 2010 | Advances in Structural Engineering | Jiang, S.-F, Wu, Z.-Q., and Niu, D.-S. (2010). “Experimental Study on Fire-Exposed Rectangular Concrete-Filled Steel Tubular (CFST) Columns Subjected to Bi-Axial Force and Bending ,” Advances in Structural Engineering, v 13, n 4, pp. 551-560. doi:10.1260/1369-4332.13.4.551 |
| Jones & Wang | 2007 | Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07) | Jones, M. H., and Wang, Y. C. (2007). “Experimental studies and numerical analysis of the shear behavior of fin plates to tubular columns at ambient and elevated temperatures.” Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07), Taylor & Francis, Manchester, UK. |
| Jones & Wang | 2008 | Steel & Composite Structures | Jones, M. H., and Wang, Y. C. (2008). “Experimental studies and numerical analysis of the shear behavior of fin plates to tubular columns at ambient and elevated temperatures.” Steel & Composite Structures, 8(3), 179-200. |
| Kim, Park, & Kwon | 2011 | Applied Mechanics and Materials | Kim, H. Y., Park, K. H., and Kwon, K. H. (2011). “Experimental Study on the Influence of Boundary Condition on the Behavioral Characteristics of CFT Square Columns under Constant Axial Load upon a Fire.” Advanced Materials Research, 82, p 521-526. doi:10.4028/www.scientific.net/AMM.82.521 |
| Kimura et al. | 1990 | Tubular Structures, Proceedings of the Third International Symposium | Kimura, M., Ohta, H., Kaneko, H., and Kodaira, A. (1990). “Fire Resistance of Concrete-Filled Square Steel Tubular Columns Subjected to Combined Loads,” Tubular Structures, Proceedings of the Third International Symposium, Niemi, E. and Mäkeläinen, P., G. J. (eds.), Lappeenranta, Finland, 1-2 September 1989, Elsevier Science, Essex, England, pp. 372-379. |
| Kodur & Lie | 1995 | National Research Council of Canada | Kodur, V. K. R. and Lie, T. T. (1995). “Experimental Studies on the Fire Resistance of Circular Hollow Steel Columns Filled with Steel-Fibre-Reinforced Concrete,” IRC Internal Report No. 691, National Research Council of Canada, Ottawa, Ontario, Canada. |
| Kodur & Lie | 1995 | Proceedings of the Second University-Industry Workshop on Fibre Reinforced Concretes and Other Composites | Kodur, V. K. R. and Lie, T. T. (1995) “Fire Resistance of Hollow Steel Columns Filled with Steel-Fibre-Reinforced Concrete,” Proceedings of the Second University-Industry Workshop on Fibre Reinforced Concretes and Other Composites, Toronto, Canada, pp. 289-302. |
| Kodur & Lie | 1996 | Journal of Fire Protection Engineering | Kodur, V. K. R. and Lie, T. T. (1996). “Performance of Concrete-Filled Steel Columns Exposed to Fire,” Journal of Fire Protection Engineering, Vol. 7, No. 2, pp. 1-9. |
| Kodur | 1998 | Proceedings of the 1998 National Steel Construction Conference | Kodur, V. K. R. (1998). “Simplified Design of Concrete-Filled Hollow Structural Steel Columns for Fire Endurance,” Proceedings of the 1998 National Steel Construction Conference, New Orleans, Louisiana, April 1-3, 1998, American Institute of Steel Construction, Chicago, Illinois, pp. 22-1-22-21. |
| Kodur | 1998 | Journal of Structural Engineering, ASCE | Kodur, V. K. R. (1998). “Design Equations for Evaluating Fire Resistance of SFRC-Filled HSS Columns,” Journal of Structural Engineering, ASCE, Vol. 124, No. 6, June, pp. 671-677. |
| Kodur | 1999 | Journal of Constructional Steel Research | Kodur, V. K. R. (1999). “Performance-Based Fire Resistance Design of Concrete-Filled Steel Columns,” Journal of Constructional Steel Research, Vol. 51, pp. 21-36. |
| Kodur & Fike | 2008 | Proceedings of the 2008 Annual Stability Conference | Kodur, V. K. R., and Fike, R. (2008). “Performance-based fire resistant design for concrete-filled HSS columns.” Proceedings of the 2008 Annual Stability Conference, Nashville, Tennesee, 335-361. |
| Kodur & Fike | 2009 | Engineering (AISC) Journal | Kodur, V. K. R., and Fike, R. (2009). “Response of Concrete-Filled HSS Columns in Real Fires.” Engineering (AISC) Journal, 46(4), pp. 243-257. |
| Kodur & Wang | 2001 | Tubular Structures IX, Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures | Kodur, V. K. R. and Wang, Y. C. (2001). “Performance of High Strength Concrete Filled Steel Columns at Ambient and Elevated Temperatures,” Tubular Structures IX, Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures, Puthli, R. and Herion, S. (eds.), Düsseldorf, Germany, 3-5 April 2001, Swets & Zeitlinger, Lisse, The Netherlands, pp. 445-451. |
| Kodur | 2005 | Proceedings of the 2005 Structures Congress New York | Kodur, V. K. R. (2005). “Achieving Fire Resistance through Steel Concrete Composite Construction,” Metropolis & Beyond, Proceedings of the 2005 Structures Congress New York, New York, 20-24 April 2005, American Society of Civil Engineers, Reston, Virginia. |
| Lawson & Newman | 1996 | The Steel Construction Institute | Lawson, R. M. and Newman, G. M. (1996). “Structural Fire Design to EC3 and EC4 and Comparison with BS 5950,” Technical Report, SCI Publication 159, The Steel Construction Institute, U.K. |
| Lie & Chabot | 1990 | Journal of Fire Protection Engineering | Lie, T. T. and Chabot, M. (1990). “A Method to Predict the Fire Resistance of Circular Concrete Filled Hollow Steel Columns,” Journal of Fire Protection Engineering, Vol. 2, No. 4, pp. 111-126. |
| Lie & Chabot | 1992 | National Research Council of Canada | Lie, T. T. and Chabot, M. (1992). “Experimental Studies on the Fire Resistance of Hollow Steel Columns Filled with Plain Concrete,” IRC Internal Report No. 611, National Research Council of Canada, Ottawa, Ontario, Canada. |
| Lie & Stringer | 1994 | Canadian Journal of Civil Engineering | Lie, T. T. and Stringer, D. C. (1994). “Calculation of the Fire Resistance of Steel Hollow Structural Section Columns Filled with Plain Concrete,” Canadian Journal of Civil Engineering, Vol. 21, No. 3, June, pp. 382-385. |
| Lie & Irwin | 1995 | Journal of Structural Engineering, ASCE | Lie, T. T. and Irwin, R. J. (1995). “Fire Resistance of Rectangular Steel Columns Filled with Bar-Reinforced Concrete,” Journal of Structural Engineering, ASCE, Vol. 121, No. 5, May, pp. 797-805. |
| Lie & Irwin | 1996 | Journal of Structural Engineering, ASCE | Lie, T. T. and Irwin, R. J. (1996). “Fire Resistance of Steel Columns Filled with Bar-Reinforced Concrete,” Journal of Structural Engineering, ASCE, Vol. 122, No. 1, January, pp. 30-36. |
| Lie & Irwin | 1996 | Journal of Structural Engineering, ASCE | Lie, T. T. and Irwin, R. J. (1996). “Fire Resistance of Circular Steel Columns Filled with Bar-Reinforced Concrete,” Journal of Structural Engineering, ASCE, Vol. 122, No. 7, January, pp. 776-782. |
| Lie, Zhi, & Zhu | 1996 | International Association of Bridge and Structural Engineers | Lin, P.-Z., Zhu, Z.-C., and Li, Z.-J. (1997). “Fire-Resistant Structure: The Concrete-Filled Steel Tubular Column,” Composite Construction -- Conventional and Innovative, Proceedings of the International Conference, Innsbruck, Austria, September 16-18, 1997, International Association of Bridge and Structural Engineers, Lausanne, Switzerland, pp. 397-401. |
| Lu, Zhao, & Han | 2009 | Journal of Constructional Steel Research | Lu, H., Zhao, X.-L., and Han, L.-H. (2009). "Fire behaviour of high strength self-consolidating concrete filled steel tubular stub columns," Journal of Constructional Steel Research, 65 (10-11), pp. 1995-2010. doi:10.1016/j.jcsr.2009.06.013 |
| Lu, Zhao, & Han | 2006 | Proceedings of the Eleventh International Symposium and IIW International Conference on Tubular Structures | Lu, H., Zhao, X.-L., and Han, L. H. (2006). “Fire Resistance of SCC Filled Square Hollow Structural Steel Sections,” Tubular Structures XI, Proceedings of the Eleventh International Symposium and IIW International Conference on Tubular Structures, Packer, J. A. and Willibald, S. (eds.), Québec City, Canada, 31 August-2 September 2006, Taylor & Francis, Leiden, The Netherlands, pp. 403-409. |
| Lu, Zhao, & Han | 2008 | Proceedings of the 4th International Structural Engineering and Construction Conference | Lu, H., Zhao, X. L., and Han, L. H. (2008). “Finite element analysis of temperatures in concrete filled double skin steel tubes exposed to fires.” Proceedings of the 4th International Structural Engineering and Construction Conference, Melbourne, Australia, 1151-1156. |
| Lu, Han, & Zhao | 2010 | Fire Safety Journal | Lu, H., Han, L.-H., and Zhao, X.-L. (2010). "Fire performance of self-consolidating concrete filled double skin steel tubular columns: Experiments," Fire Safety Journal, 45 (2), pp. 106-115. doi:10.1016/j.firesaf.2009.12.001 |
| Lu, Zhao, & Han | 2011 | Journal of Constructional Steel Research | Lu, H., Zhao, X. L., and Han, L. H. (2011). “FE modelling and fire resistance design of concrete filled double skin tubular columns.” Journal of Constructional Steel Research, 67(11), 1733–1748 doi:10.1016/j.jcsr.2011.04.014 |
| Lu, Zhao, & Han | 2010 | Journal of Constructional Steel Research | Lu, H., Zhao, X.L. and Han, L.H. (2010), "Testing of self-consolidating concrete-filled double skin tubular stub columns exposed to fire." Journal of Constructional Steel Research, 66(8-9), 1069-1080. |
| LV Xue-tao,YANG Hua,ZHANG Su-mei | 2011 | Journal of Harbin Institute of Technology | Lv, X.-t., Yang, H., and Zhang S.-M. (2011). "Effect of contact thermal resistance on temperature distributions of concrete-filled steel tubes in fire." Journal of Harbin Institute of Technology (New Series), 18(1), 81-88. doi:CNKI:SUN:HGDY.0.2011-01-018 |
| Matsumura & Sakuma | 1989 | Proceedings of the Second Pacific Structural Steel Conference | Matsumura, H. and Sakuma, H. (1989). “Experimental Study on Fire Resistance of Concrete-Filled Square Tubular Steel Columns without Fireproof Coating,” Proceedings of the Second Pacific Structural Steel Conference, Gold Coast, Australia. |
| Okada et al. | 1991 | Proceedings of the Third International Conference on Steel-Concrete Composite Structures | Okada, T., Yamaguchi, T., Sakumoto, Y., and Keira, K. (1991). “Loaded Heat Tests of Full-Scale Columns of Concrete-Filled Tubular Steel Structure Using Fire-Resistant Steel For Buildings,” Proceedings of the Third International Conference on Steel-Concrete Composite Structures, Wakabayashi, M. (ed.), Fukuoka, Japan, September 26-29, 1991, Association for International Cooperation and Research in Steel-Concrete Composite Structures, pp. 101-106. |
| O'Meagher & Bennetts | 1994 | Proceedings of the Sixth International Symposium on Tubular Structures | O'Meagher, A. J. and Bennetts, I. D. (1994). “Behaviour of Composite Columns in Fire,” Tubular Structures VI, Proceedings of the Sixth International Symposium on Tubular Structures, Grundy, P., Holgate, A., and Wong, W. (eds.), Melbourne, Australia, December 14-16, 1994, A. A. Balkema, Rotterdam, The Netherlands, pp. 307-314. |
| Park, Choi, & Chung | 2008 | Steel & Composite Structures | Park, S.-H., Choi, S.-M., and Chung, K.-S. (2008). “A Study on the fire-resistance of concrete-filled steel square tube columns without fire protection under constant central axial loads.” Steel & Composite Structures, 8(6), 491-510. |
| Pires, Rodrigues, & Silva | 2012 | Journal of Constructional Steel Research | Pires, T. A. C., Rodrigues, J. P. C., and Silva, J. J. R. (2012). “Fire resistance of concrete filled circular hollow columns with restrained thermal elongation.” Journal of Constructional Steel Research, 77, 82-94. doi:10.1016/j.jcsr.2012.03.028 |
| Pucinottia, Bursi, & Demonceauc | 2011 | Journal of Constructional Steel Research | Pucinottia, R., Bursi, O. S., and Demonceauc, J.F. (2011). “Post-earthquake fire and seismic performance of welded steel–concrete composite beam-to-column joints.” Journal of Constructional Steel Research, 67(9), 1358–1375. doi:10.1016/j.jcsr.2011.03.006 |
| Pucinottia et al. | 2011 | Journal of Constructional Steel Research | Pucinottia, R., Bursi, O. S., Franssenc, J.-M., Lennon, T. (2011). “Seismic-induced fire resistance of composite welded beam-to-column joints with concrete-filled tubes.” Fire Safety Journal, 46(6), 335-347. doi:10.1016/j.firesaf.2011.05.003 |
| Romero et al. | 2011 | Journal of Constructional Steel Research | Romero, M. L., Moliner, V., Espinos, A., Ibañez, C., and Hospitaler, A. (2011). “Fire behavior of axially loaded slender high strength concrete-filled tubular columns.” Journal of Constructional Steel Research, 67(12), 1953-1965. doi:10.1016/j.jcsr.2011.06.012 |
| Rush et al. | 2011 | Fire Safety Science | Rush, D., Bisby, L., Melandinos, A., and Lane, B. (2011). “Fire Resistance Design of Unprotected Concrete Filled Steel Hollow Sections: Meta-Analysis of Available Furnace Test Data.” Fire Safety Science, 10, 1549–1562. doi:10.3801/IAFSS.FSS.10-1549 |
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