Behavior of prestressed stayed steel columns under fire conditions-Reference-Cited by-同舟云学术

Behavior of prestressed stayed steel columns under fire conditions

Published:2017-03 Issue:1 Volume:17 Page:195-204
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Zhou Huanting,Kodur Venkatesh K. R.,Nie Hebin,Wang Yuzhuo,Naser Mohannad Z.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s13296-015-0074-4.pdf

Reference33 articles.

1. A. J. P. M. Correia and J. P. C. Rodrigues (2012). “Fire resistance of steel columns with restrained thermal elongation.” Fire Safety Journal, 50(0), 1–11.

2. A. J. P. Moura Correia and J. P. C. Rodrigues (2011). “Fire resistance of partially encased steel columns with restrained thermal elongation.” Journal of Constructional Steel Research, 67(4), 593–601.

3. A. Jemah and F. Williams (1990). “Parametric experiments on stayed columns with slender bipods.” International journal of mechanical sciences, 32(2), 83–100.

4. AS-1530-4 (2005). Method for Fire Tests on Building Materials, Componentsand Sub-structures-Part 4: Fire Resistance Test of Element of Construction, Sydney.

5. BSI (1990). Structural use of steelword in building. Part 1.code of practice for design in simple and continuous construction: hot rolled sections.

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