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Part of the book series: Advanced Topics in Science and Technology in China ((ATSTC))

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Abstract

The objective of this chapter is to describe how fire resistance and design calculation is carried out for isolated steel columns. Herein below, the approach provided by the CECS200[1] is adopted as the main source of information for the objects.

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References

  1. China Association for Engineering Construction Standardization. Technical Code for Fire Safety of Steel Structures in Buildings (CECS200-2006). China Plan Press, 2006.

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  2. G. Q. Li, L. H. Han, G. B. Lou, and S. C. Jiang. Steel and Steel-Concrete Composite Structures Fire Resistance Design. China Architecture & Building Press, 2006.

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  3. G. Q. Li, J. L. He, and S. C. Jiang. Fire-resistant experiment and theoretical calculation of steel columns. Building Structure, (9), 2000.

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  4. International Organization for Standardization. Fire-Resistance Tests — Elements of Building Construction, Part 1: General Requirements. International Organization for Standardization, 1999.

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  5. Ministry of Housing and Urban-Rural Development of China. Code for Design of Steel Structures (GB50017-2003). China Plan Press, 2003.

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  6. S. F. Chen. Principle of Steel Structure Design. China Science Press, 2005.

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  7. J. Chen. Stability of Steel Structures: Theory and Design. China Science Press, 2001.

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  8. P. J. Wang and G. Q. Li. Post-buckling behavior of axially restrained steel columns in fire. Journal of Tongji University (Natural Science), (4), 2008.

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  9. G. Q. Li and J. J. Li. Advanced Analysis and Design of Steel Frames. John Wiley & Sons, Ltd., 2007.

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  10. G. Q. Li, M. Yang, and Z. X. Wang. A practical approach for fire-resistant calculation and design of steel columns. Industry Construction, (2), 1995.

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© 2013 Zhejiang University Press, Hangzhou and Springer-Verlag Berlin Heidelberg

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Li, G., Wang, P. (2013). Fire-Resistance of Isolated Compressed Steel Components. 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_6

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  • DOI: https://doi.org/10.1007/978-3-642-34393-3_6

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-34392-6

  • Online ISBN: 978-3-642-34393-3

  • eBook Packages: EngineeringEngineering (R0)

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