참고문헌 (35)

1. ANSYS(R) Academic Teaching Mechanical (2015), ANSYS Help Documentation, Release 16.0, ANSYS, Inc., Canonsburg. 

2. ASTM E-119-08a (2008), Standard Test Methods for Fire Tests of Building Construction and Materials, American Society for Testing and Materials, USA. 

3. Bailey, C. and Ellobody, E. (2009), "Whole-building behaviour of bonded post-tensioned concrete floor plates exposed to fire", Eng. Struct., 31, 1800-1810. 

   상세보기

4. Bazant, Z. and Oh, B. (1983), "Crack band theory for fracture of concrete", Mater. Struct., 16, 155-177. 

5. Bergheau, J.M. and Fortunier, R. (2008), Finite Element Simulation of Heat Transfer, John Wiley & Sons, Inc., Hoboken, USA 

6. CEB-FIP (2007), Fire Design of Concrete Structures-Materials, Structures and Modelling (T. Bulletin 38), International Federation for Structural Concrete (fib), Lausanne, Switzerland. 

7. Ding, J. and Wang, Y. (2008), "Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire", J. Constr. Steel Res., 64, 1086-1102. 

   상세보기

8. Dwaikat, M. and Kodur, V. (2009), "Response of restrained concrete beams under design fire exposure", J. Struct. Eng., 135(11), 1408-1417. 

   상세보기

9. Dwaikat, M. and Kodur, V. (2013), "A simplified approach for predicting temperatures in fire exposed steel members", Fire Saf. J., 55, 87-96. 

   상세보기

10. Dzolev, I., Cvetkovska, M., Ladinovic, D., Radonjanin, V. and Raseta, A. (2016), "Fire analysis of a simply supported reinforced concrete beam using Ansys Workbench", 8th Symposium 2016 Association of Structural Engineers of Serbia, Zlatibor, September. 

11. Ellobody, E. and Bailey, C. (2009), "Modelling of unbonded posttensioned concrete slabs under fire conditions", Fire Saf. J., 44, 159-167. 

    상세보기

12. EN 1991-1-2 (2002), Actions on Structures, General Actions, Actions on Structures Exposed to Fire, European Committee for Standardization, Brussels, Belgium. 

13. EN 1992-1-2 (2004), Design of Concrete Structures, General Rules, Structural Fire Design, European Committee for Standardization, Brussels, Belgium. 

14. EN 1998-1-1 (2004), Design of Structures for Earthquake Resistance: General Rules, Seismic Actions and Rules for Buildings, European Committee for Standardization, Brussels, Belgium. 

15. Gao, W., Dai, J.G., Teng, J. and Chen, G. (2013), "Finite element modeling of reinforced concrete beams exposed to fire", Eng. Struct., 52, 488-501. 

    상세보기

16. Gernay, T. and Franssen, J.M. (2012), "A formulation of the Eurocode 2 concrete model at elevated temperature that includes an explicit term for transient creep", Fire Saf. J., 51, 1-9. 

    상세보기

17. Hawileh, R. and Naser, M. (2012), "Thermal-stress analysis of RC beams reinforced with GFRP bars", Compos. Part B, 43, 2135-2142. 

    상세보기

18. Hawileh, R., Naser, M., Zaidan, W. and Rasheed, H. (2009), "Modeling of insulated CFRP-strengthened reinforced concrete T-beam exposed to fire", Eng. Struct., 31, 3072-3079. 

    상세보기

19. Huang, Z. (2010), "Modelling the bond between concrete and reinforcing steel in a fire", Eng. Struct., 32, 3660-3669. 

    상세보기

20. Huang, Z., Burgess, I. and Plank, R. (2006), "Behaviour of reinforced concrete structures in fire", Structures in Fire, Fourth International Workshop, Aveiro, May. 

21. ISO 834 (1975), Fire Resistance Test-Elements of Building Construction, International Standard 834 

22. Jiang, J. and Usmani A. (2013), "Modeling of steel frame structures in fire using OpenSees", Comput. Struct., 118, 90-99. 

    상세보기

23. Jiang, Y., Usmani, A. and Welch, S. (2011), "Development of heat transfer modelling capability in OpenSEES for structures in fire", Application of Structural Fire Design, Prague, April. 

24. Klingsch, E. (2014), "Explosive spalling of concrete in fire", Ph.D. Dissertation, Institut fur Baustatik und Konstruktion, ETH Zurich, Switzerland 

25. Kodur, V. and Agrawal, A. (2016), "An approach for evaluating residual capacity of reinforced concrete beams exposed to fire", Eng. Struct., 110, 293-306. 

    상세보기

26. Kodur, V., Naser, M., Pakala, P. and Varma, A. (2013), "Modeling the response of composite beam-slab assemblies exposed to fire", J. Constr. Steel Res., 80, 163-173. 

    상세보기

27. Lazarevska, M., Knezevic, M., Cvetkovska, M., Ivanisevic, N., Samardzioska, T. and Trombeva-Gavrilovska, A. (2012), "Fireresistance prognostic model for reinforced concrete columns", Gradevinar, 64(7), 565-571. 

28. Lennon, T. and Moore, D. (2003), "The natural fire safety concept- Full-scale tests at Cardington", Fire Saf. J., 38, 623-643. 

    상세보기

29. Mirza, O. and Uy, B. (2009), "Behaviour of headed stud shear connectors for composite steel-concrete beams at elevated temperatures", J. Constr. Steel Res., 65, 662-674. 

    상세보기

30. Pakala, P. and Kodur, V. (2016), "Effect of concrete slab on the behavior of fire exposed subframe assemblies with bolted double angle connections", Eng. Struct., 107, 101-115. 

    상세보기

31. Talamona, D. and Franssen, J.M. (2005), "A quadrangular shell finite element for concrete and steel structures subjected to fire", J. Fire Protect. Eng., 15, 237-264. 

    

32. Tan, K.H. and Nguyen, T.T. (2013), "Structural responses of reinforced concrete columns subjected to uniaxial bending and restraint at elevated temperatures", Fire Saf. J., 60, 1-13. 

    상세보기

33. Thelandersson, S. (1982), "On the multiaxial behavior of concrete exposed to high temperature", Nucl. Eng. Des., 75, 271-282. 

34. William, K. and Warnke, E. (1974), "Constitutive model for the triaxial behaviour of concrete", Concrete Struct. Subj. Triax. Stress., 1-30. 

35. Zhou, C. and Vecchio, F. (2005), "Nonlinear finite element analysis of reinforced concrete structures subjected to transient thermal loads", Comput. Concrete, 2(6), 455-479. 

    상세보기