1. F. N. A. S. G. &. A.-T. A. Ali, "Outcomes of a major research on fire resistance of concrete columns," Fire safety journal, pp. 433-445, 2004.
https://doi.org/10.1016/j.firesaf.2004.02.004
|
2. H. &. M. J. Mostafaei, "A Performance-based approach for fire-resistance test of reinforced concrete columns.," National Research Council Canada., 2009.
|
|
|
3. S. W. &. H. S. G. Kang, "Behavior of concrete members at elevated temperatures considering inelastic deformation," fire technology, vol. 39, no. 1, pp. 9-22, 2003.
|
|
|
4. M. S. Abrams, "Compressive strength of concrete at temperatures to 1600F.," Special Publication, pp. 33-58, 1971.
|
|
|
5. L. T. &. P. L. T. Phan, "Fire performance of high-strength concrete," Technology Administration, National Institute of Standards and Technology," A report of the state-of-the-art. Gaithersburg, MD: US Department of Commerce, Office of Applied Econ, 1996.
|
|
|
6. S. J. &. T. Y. George, "Structural performance of reinforced concrete flat plate buildings subjected to fire.," International Journal of Concrete Structures and Materials, vol. 6, no. 2, pp. 111-121, 2012. https://doi.org/10.1007/s40069-012-0011-2
|
|
|
|
|
|
|
|
|
9. H. L. Malhotra, Design of fire-resisting structures, 1982.
|
|
|
|
|
|
|
|
|
|
|
|
13. M. B. a. V. K. R. K. Dwaikat, "Hydrothermal model for predicting fire-induced spalling in concrete structural systems.," Fire safety journal, vol. 9, no. 44, pp. 425-434, 2009. https://doi.org/10.1016/j.firesaf.2008.09.001
|
|
|
14. Y. &. E. G. L. Ichikawa, "Prediction of moisture migration and pore pressure build-up in concrete at high temperatures," Nuclear Engineering and design, vol. 3, no. 228, pp. 245-259, 2004. https://doi.org/10.1016/j.nucengdes.2003.06.011
|
|
|
|
|
|
16. T. Harmathy, "Effect of moisture on the fire endurance of building elements," in In Moisture in Materials in Relation to Fire Tests, ASTM International, 1965.
|
|
|
17. J.-C. P. P. H. C. a. C. L. Mindeguia, "Experimental study on the contribution of pore vapour pressure to the thermal instability risk of concrete," in Concrete spalling due to fire exposure, In Proceedings of 1 st Inter.
|
|
|
18. J. D. R. a. T. N. Ko, ". "The spalling mechanism of high-strength concrete under fire."," Magazine of Concrete Research, vol. 5, no. 63, pp. 357-370, 2011. https://doi.org/10.1680/macr.10.00002
|
|
|
19. I. ISO, "Fire resistance tests-elements of building construction," International Organization for Standardization, Geneva, Switzerland, 1999.
|
|
|
|
|
|
21. A. S. T. M. Designation, Standard methods of fire tests of building construction and materials., ASTM Book of Standards: In American Society for Testing and Materials, 1988.
|
|
|
22. H. K. B. &. S. P. Hibbitt, Abaqus analysis user's manual version 6.10., Providence, RI, USA.: Dassault Systèmes Simulia Corp, 2011.
|
|
|
23 V. K. R. &. S. M. Kodur, "Thermal properties of high strength concrete at elevated temperatures.," ACI SPECIAL PUBLICATIONS, pp. 467-480., 1998.
|
|
|
|
|
|
|
|
|
26. E. C. Standardization, ". European Committee for Standardization Eurocode 3. Design of steel structures. Part 1-4: General rules.," Supplementary rules for stainless steel., 2015.
|
|
|
27. M. A. &. H. K. M. Helal, "Effect of fire and high temperature on the properties of self compacted concrete.," In Advances in FRP Composites in Civil Engineering, pp. 433-439, 2011. https://doi.org/10.1007/978-3-642-17487-2_94
|
|