1 |
Annerel, E. and Luc, T. (2011), "Methods to quantify the colour development of concrete exposed to fire", Constr. Build. Mater., 25, 3989-3997.
DOI
|
2 |
Aslani, F. and Bastami, M. (2011), "Constitutive relationships for normal-and high-strength concrete at elevated temperatures", ACI Mater. J., 108(4), 355-364.
|
3 |
Aslani, F. and Samali, B. (2013), "Predicting the bond between concrete and reinforcing steel at elevated temperatures", Struct. Eng. Mech., 48(5), 643-660.
DOI
|
4 |
Awoyera, P.O., Arum, C. and Akinwumi, I.I. (2014), "Significance of concrete cover to reinforcement in structural element at varying temperatures", Int. J. Sci. Eng. Res., 5(6), 1120-1123.
|
5 |
Balaji, A., Luquman, M.K., Nagarajan, P. and Pillai, T.M.M. (2016), "Prediction of response of reinforced concrete frames exposed to fire", Adv. Comput. Des., 1(1), 105-117.
DOI
|
6 |
Behnam, B., Ronagh, H.R. and Baji, H. (2013), "Methodology for investigating the behavior of reinforced concrete structures subjected to post earthquake fire", Adv. Concrete Constr., 1(1), 29-44.
DOI
|
7 |
Capua, D.D. and Mari, A.R. (2007), "Nonlinear analysis of reinforced concrete cross-sections exposed to fire", Fire Safety J., 42(2), 139-149.
DOI
|
8 |
Choi, J., Haj-Ali, R. and Kim, H.S. (2012), "Integrated fire dynamic and thermomechanical modeling of a bridge under fire", Struct. Eng. Mech., 42(6), 815-829
DOI
|
9 |
Colombo, M. and Felicetti, R. (2007), "New NDT techniques for the assessment of fire-damaged concrete structures", Fire Safety J., 42(6), 461-472.
DOI
|
10 |
Eamon, C.D. and Jensen, E. (2013), "Reliability analysis of reinforced concrete columns exposed to fire", Fire Safety J., 62, 221-229.
DOI
|
11 |
ENV 1992-1-2 (1996), "Eurocode 2 Design of concrete structures, Part 1.2 General rules- Structural fire design", British Standards Institution
|
12 |
Li, Z. (2011), Advanced Concrete Technology, John Wiley & Sons Inc., New Jersey.
|
13 |
Kamath, P., Sharma, U.K., Kumar, V., Bhargava, P., Usmani, A., Singh, B., Singh, Y., Torero, J., Gillie, M. and Pankaj, P. (2015), "Full-scale fire test on an earthquake-damaged reinforced concrete frame", Fire Safety J., 73, 1-19.
DOI
|
14 |
Khalaf, J., Zhaohui, H. and Mizi, F. (2016), "Analysis of bond-slip between concrete and steel bar in fire", Comput. Struct., 162, 1-15.
DOI
|
15 |
Kigha, F., Sadeeq, J.A. and Abejide, O.S. (2015), "Effects of temperature levels and concrete cover thickness on residual strength characteristics of fire exposed reinforced concrete beams", Nigerian J. Tech., 34(3), 429-437.
DOI
|
16 |
Kodur, V.K.R., Dwaikat, M.B. and Fike, R.S. (2010), "An approach for evaluating the residual strength of fire exposed RC beams", Mag. Concrete Res., 62(7), 479-488.
DOI
|
17 |
Kumar, S.R.S. and Kumar, A.R.S. (2015), "Design of steel structures-I". National Programme on Technology Enhanced Learning, Ministry of Human Resource Development, Govt. of India, Accessed 12 January 2016.
|
18 |
Lubloy, E. and Gyorgy, B.L. (2014), "Temperature effects on bond between concrete and reinforcing", Steel. J. Fac. Civil Eng. Subotica, 26, 27-35.
|
19 |
Mandal, A.K. (2015), "Bhaviour of fly ash concrete under elevated temperature", Ph.D. Thesis, Jadavpur University, Kolkata, India.
|
20 |
Naus, D.J. (2005), The effect of elevated temperature on concrete materials and structures - A literature review, Oak Ridge National Laboratory, Oak Ridge, Tennessee 37831-6283, US.
|
21 |
NIST Technical Note 1842 (2014), Structural design for fire: A survey of building codes and standards.
|
22 |
Zhang, Y., Zeiml, M., Pichler, C. and Lackner, R. (2014), "Model-based risk assessment of concrete spalling in tunnel linings under fire loading", Eng. Struct., 77, 207-215.
DOI
|
23 |
Ingham, J.P. (2009), "Forensic engineering of fire damaged buildings", Proceedings of the Institution of Civil Engineers, 162(5), 12-17.
|
24 |
Frangi, A. and Fontana, M. (2003), "Charring rates and temperature profiles of wood sections", Fire Mater., 27(2), 91-102.
DOI
|
25 |
Gosain, N.K., Drexler, R.F. and Choudhury, D. (2008), "Evaluation and repair of fire-damaged buildings", STRUCTURE magazine, Accessed 12 January 2016.
|
26 |
Guo, F., Yong, Y. and Herbert, A.M. (2016), "Determination of the relative significance of material parameters for concrete exposed to fire", Int. J. Heat Mass Transfer, 100, 191-198.
DOI
|
27 |
Haddad, R.H., Al-Saleh, R.J. and Al-Akhras, N.M. (2008), "Effect of elevated temperature on bond between steel reinforcement and fiber reinforced concrete", Fire Safety J., 43(5), 334-343.
DOI
|
28 |
Ingham, J.P. (2009), "Application of petrographic examination techniques to the assessment of fire-damaged concrete and masonry structures", Mater. Character., 60(7), 700-709.
DOI
|
29 |
IS 13311 (1992), Indian Standard Non Destructive Test of Concrete - Method of Test, Part2 - Rebound Hammer, Bureau of Indian Standard, New Delhi.
|
30 |
IS 13311 (1992), Indian Standard Non Destructive Test of Concrete - Method of Test, Part 1 - Ultrasonic Pulse Velocity, Bureau of Indian Standard, New Delhi.
|
31 |
IS 1642 (1989), Indian Standard for Fire Safety of Building (General): Details of construction -code of practice, Reaffirmed 2010, Bureau of Indian Standard, New Delhi.
|
32 |
IS 516 (1959), Indian Standard Methods of Tests for Strength of Concrete, Bureau of Indian Standard, New Delhi.
|
33 |
IS 8900 (1978), Indian Standard Criteria for the Rejection of Outlying Observations, Bureau of Indian Standard, New Delhi.
|
34 |
Poon, C.S., Azhar, S., Anson, M. and Wong, Y.L. (2001), "Comparison of the strength and durability performance of normal- and high-strength pozzolanic concretes at elevated temperatures", Cement Concrete Res., 31(9), 1291-1300.
DOI
|
35 |
Prashant, S.L., Yaragal, S.C. and Narayan, K.S.B. (2015), "Recurring as a means of partial strength recovery of concrete subjected to elevated temperatures", Int. J. Civil Envir. Struct. Constr. Architec. Eng., 9(3), 293-295.
|
36 |
Short, N.R., Purkiss, J.A. and Guise, S.E. (2001), "Assessment of fire damaged concrete using colour image analysis", Constr. Build. Mater., 15, 9-15.
DOI
|
37 |
ACI 216.1-97 (1997), Standard Method for Determining Fire Resistance of Concrete and Masonry Construction Assemblies, American Concrete Institute.
|
38 |
Andrews, P.F. (2011), "Fire damaged reinforced concrete - investigation, assessment and repair", Vicroads Publication, Accessed 12 January 2016.
|
39 |
Raghavan, V. (2006), Physical Metallurgy: Principles and Practice, 2nd Edition, PHI Learning, India.
|
40 |
Reddy, D.V., Sobhan, K., Liu, L. and Young, J.D. (2015), "Size effect on fire resistance of structural concrete", Eng. Struct., 99, 468-478.
DOI
|
41 |
Singh, V. (2010), Physical Metallurgy, Standard Publishers Distributors, New Delhi, India.
|
42 |
The Geneva Association (2014), Bulletin world fire statistics, No-29. April 2014, Accessed 12 January 2016.
|
43 |
Tide, R.H.R. (1998), "Integrity of structural steel after exposure to fire", AISC Eng. J., First Quarter, 35, 26-38
|
44 |
Willam, K., Xi, Y., Lee, K. and Kim, B. (2009), Thermal response of reinforced concrete structures in nuclear power plants, SESM No. 02-2009, University of Colorado at Boulder.
|
45 |
Wong, Y.L., Poon, C.S. and Azhar, S. (2016), "Concrete under fire: Damage mechanisms and residual properties", Concrete Technology Group, Department of Civil and Structural Engineering, The Hong Kong Polytechnic University.
|
46 |
Yudong, L. and Drysdale, D. (1992), "Measurement of the ignition temperature of wood", Fire safety science digital archive, AOFST Symposium-1: Fire Mechanism, Accessed 12 January 2016.
|