Abstract
Because of the size limitation of a furnace, the fire resistant test is usually carried out on a member or substructure with simplified boundary conditions[1]. Test results do not readily represent the fire resistance of a structure in a real fire. On the other hand, costs and technical restraints also make it unfeasible to carry out fire tests on the full scale complete structure. Establishing analytical approaches for predicating the behavior of a steel construction in a fire have been the effort of many researchers.
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References
Y. C. Wang and D. B. Moore. Steel frames in fire: Analysis. Engineering Structures, 17(6), 1995.
W. C. Cheng. Theory and application on the behavior of steel structures at elevated temperatures. Computers and Structures, 16(1–4), 1983.
I. W. Burgess, J. A. El-Rimawi, and R. J. Plank. Analysis of beam with nonuniform temperature profile due to fire exposure. Journal of Constructional Steel Research, 16(3):169–192, 1990.
I. W. Burgess, J. El-Rimmawi, and R. J. Plank. Studies of behavior of steel beam in fire. Journal of Constructional Steel Research, 19(4):285–312, 1991.
A. Rubert and P. Schaumann. Critical temperatures of steel columns exposed to fire. Fire Safety Journal, 13(1):39–44, 1988.
H. A. Saab and D. A. Nethercot. Modelling steel frame behaviour under fire conditions. Engineering Structures, 13(4):371–382, 1991.
G. Q. Li and Z. Y. Shen. A practical approach for nonlinear analysis of steel frames. Structure Engineers, 4, 1994.
European Committee for Standardization. EN1993-1-2. Eurocode 3: De-sign of Steel Structures, Part 1.2, General Rules, Structural Fire Design. European Committee for Standardization, 2005.
British Standard Institution. British Standard BS 5950, Part 8, Code of Practice for Fire Resistance Design. British Standard Institution, 2000.
European Convention for Construction Steelwork. Calculation for Fire Resistance of Composite Structures. Technical Note No. 55, ECCS Technical Committee 3, 1989.
R.W. Clough and K. L. Benuska. Nonlinear earthquake behavior of tall buildings. Journal of Engineering Mechanics, ASCE, 93, 1967.
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© 2013 Zhejiang University Press, Hangzhou and Springer-Verlag Berlin Heidelberg
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Li, G., Wang, P. (2013). Analysis of Steel Moment-Resistant Frames Subjected to a Fire. In: Advanced Analysis and Design for Fire Safety of Steel Structures. Advanced Topics in Science and Technology in China. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-34393-3_10
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DOI: https://doi.org/10.1007/978-3-642-34393-3_10
Publisher Name: Springer, Berlin, Heidelberg
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