P-M interaction curve for reinforced concrete columns exposed to elevated temperature |
Kang, Hyun
(Department of Architectural Engineering, University of Seoul)
Cheon, Na-Rae (Metallic Materials and Mechanical Engineering Team, Korea Testing & Research Institute) Lee, Deuck Hang (Department of Architectural Engineering, University of Seoul) Lee, Jungmin (Department of Architectural Engineering, University of Seoul) Kim, Kang Su (Department of Architectural Engineering, University of Seoul) Kim, Heung-Youl (Fire Safety Research Division, Korea Institute of Construction Technology) |
1 | ACI Committee 216 (2007), Code Requirements for Determining fire Resistance of Concrete and Masonry Construction Assemblies, Michigan, U.S.A. |
2 | Anderberg, Y. (1978), "Analytical fire engineering design of reinforced concrete structures based on real fire characteristics", Proceedings of the 8th Congress of the Federation Internationale de la Precontrainte, London, U.K. |
3 | Buchanan, A.H. (2002), Structural Design for Fire Safety, Wiley, London, U.K. |
4 | Caldas, R.B., Sousa Jr, J.B.M. and Fakury, R.H. (2010), "Interaction diagrams for reinforced concrete sections subjected to fire", Eng. Struct., 32(9), 2382-2838. |
5 | Chen, W.F. and Lui, E.M. (1987), Structural Stability, Elsevier, New York, U.S.A. |
6 | Collins, M.P. and Mitchell, D. (1991), Prestressed Concrete Structures, Prentice Hill, New Jersey, U.S.A. |
7 | El-Fitiany, S.F. and Youssef, M.A. (2009), "Assessing the flexural and axail behaviour of reinforced concrete members at elevated temperatures using sectional analysis", Fire Safety J., 44(5), 691-703. DOI |
8 | El-Fitiany, S.F. and Youssef, M.A. (2014), "Interaction diagrams for fire-exposed reinforced concrete sections", Eng. Struct., 70, 246-259. DOI |
9 | EN 1992-1-2 (2004), Eurocode 2: Design of Concrete Structures, Part 1-2: General Rules-Structural Fire Design, Brussels, Belgium. |
10 | Han, S.J., Lee, D.H., Kim, K.S., Seo, S.Y., Moon, J.H. and Monteiro, P.J.M. (2014), "Degradation of flexural strength in reinforced concrete members caused by steel corrosion", Constr. Build. Mater., 54(1), 572-583. DOI |
11 | Heo, I.W., Kang, H., Lee, D.H., Oh, J.Y., Lee, J.M. and Kim, K.S. (2016), "Performance-based fire behaviour analysis for underground parking structures", J. Urb. Sci., 20(S1), 90-100. |
12 | ISO 834-1:1999(E) (1999), Fire-Resistance Tests-Elements of Building Construction-Part 1: General Requirements, Geneva, Switzerland. |
13 | Ju, H., Lee, D.H., Cho, H.C., Kim, K.S., Yoon, S. and Seo, S.Y. (2014), "Application of hydrophilic silanol-based chemical grout for strengthening of damaged reinforced concrete flexural members", Mater., 7(6), 4823-4844. DOI |
14 | Kang, H., Lee, D.H., Hwang, J.H., Oh, J.Y., Kim, K.S. and Kim, H.Y. (2016), "Structural performances of prestressed composite members with corrugated webs exposed to fire", Fire Technol., 52(6), 1957-1981. DOI |
15 | Kim, K.S. and Lee, D.H. (2011), "Flexural behavior of prestressed composite beams with corrugated web: Part II. Experiments and verification", Compos. Part B: Eng., 42(6), 1617-1629. DOI |
16 | Kim, K.S. and Lee, D.H. (2012), "Flexural behavior model for post-tensioned concrete members with unbonded tendons", Comput. Concrete, 10(3), 241-258. DOI |
17 | Kim, K.S. and Lee, D.H. (2012), "Nonlinear analysis method for continuous post-tensioned concrete members with unbonded tendons", Eng. Struct., 40(1), 487-500. DOI |
18 | Kim, K.S., Lee, D.H., Choi, S.M., Choi, Y.H. and Jung, S.H. (2011), "Flexural behavior of prestressed composite beams with corrugated web: Part I. Development and analysis", Compos. Part B: Eng., 42(6), 1603-1616. DOI |
19 | Kodur, V. and Raut, N. (2012), "A simplified approach for predicting fire resistance of reinforced concrete columns under biaxial bending", Eng. Struct., 41, 428-443. DOI |
20 | Kodur, V., Raut, N. and Mao, X. (2013), "Simplified approach for evaluating residual strength of fire-exposed reinforced concrete columns", Mater. Struct., 46(12), 2059-2075. DOI |
21 | Law, A. and Gillie, M. (2010), "Interaction diagrams for ambient and heated concrete sections", Eng. Struct., 32(6), 1641-1649. DOI |
22 | Lee, D.H. and Kim, K.S. (2011), "Flexural strength of prestressed concrete members with unbonded tendons", Struct. Eng. Mech., 38(5), 675-696. DOI |
23 | Yeo, I.H. (2012), "A proposal for load ratio of reinforced concrete column subjected to standard fire", Ph.D. Dissertation, University of Seoul, Seoul, Korea. |
24 | Lee, S.J., Lee, D.H., Kim, K.S., Oh, J.Y., Park, M.K. and Yang, I.S. (2013), "Seismic performances of RC columns reinforced with screw ribbed reinforcements connected by mechanical splice", Comput. Concrete, 12(2), 131-149. DOI |
25 | Leite, L.L., Bonet, J.L., Pallares, L. and Miguel, P.F. (2014), "Cmfactor for RC slender columns under unequal eccentricities and skew angle loads at the ends", Eng. Struct., 71(15), 73-87. DOI |
26 | Lie, T.T. and Irwin, R.J. (1993), "Method to calculate the fire resistance of reinforced concrete columns with rectangular cross section", ACI Struct. J., 90(1), 52-60. |
27 | Lie, T.T. and Woolerton, J.L. (1988), "Fire resistance of reinforced concrete columns-test results", Internal Report No. 569, National Research Council Canada, Ottawa, Canada. |
28 | MacGregor, J.G. and Wight, J.K. (2005), Reinforced Concrete: Mechanics and Design, Prentice-Hall. |
29 | MacGregor, J.G., Breen, J. and Pfrtang, E.O. (1970), "Design of slender concrete columns", ACI J., 67(1), 6-28. |
30 | Purkiss, J.A. (2007), Fire Safety Engineering Design of Structures, CRC Press, Oxford, U.K. |
31 | Rankine, W.J.M. (1908), Useful Rules and Tables Relating to Mensuration, Engineering, Structures, and Machines, Griffin & Co. |
32 | Raut, N. and Kodur, V. (2011), "Response of reinforced concrete columns under fire-induced biaxial bending", ACI Struct. J., 108(5), 610-619. |
33 | Tan, K.H. and Tang, C.Y. (2004), "Interaction formula for reinforced concrete columns in fire conditions", ACI Struct. J., 101(1), 19-28. |
34 | Tan, K.H. and Yao, Y. (2003), "Fire resistance of four-face heated reinforced concrete columns", J. Struct. Eng., 129(9), 1220-1229. DOI |
35 | Tang, C.Y., Tan, K.H. and Ting, S.K. (2001), "Basic and application of a simple interaction formula for steel columns under fire conditions", J. Struct. Eng., 127(10), 1206-1213. DOI |
36 | Wickstrom, U. (1986), "A very simple method for estimating temperatures in fire exposed structures", Technical Report SP RAPP 1986:46, Swedish National Testing Institute, 186-194. |
37 | Yao, Y., Tan, K.H. and Tang, C.Y. (2008), "The effect of a shear bond in the rankine method for the fire resistance of RC columns", Eng. Struct., 30(12), 3595-3602. DOI |
38 | KCI-M-07 (2007), Design Specifications for Concrete Structures, Korea Concrete Institute, Seoul, Korea. |
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