Simplified Method for Horizontal Displacement Calculation of Frames at Elevated Temperature

Article Preview

Abstract:

The paper extracts two types of investigated models from frames in fire according to their horizontal deformation characteristics, and provides a simplified method to calculate horizontal deformation of frames, which can be applied to single- and multi-layers frames. Compared with the results by finite element analysis, it shows that the simplified method is a feasible method for the horizontal displacement estimation of frames in fire, and the treatment of the column restraint rigidity for multi-layers frame is appropriate.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

5269-5272

Citation:

Online since:

May 2011

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] China engineering construction standardization association standards: Assessment standard of existing build structures after fire, CECS252-(2009)

Google Scholar

[2] Wang Y C: Steel and composite structures: behavior and design for fire safety, Spon Press, London (2002)

Google Scholar

[3] Li G Q, Han L H, Lou G B and Jiang S C: Steel and steel - concrete composite structure fire resistant design, China Building Industry Press, BeiJing(2006)

Google Scholar

[4] Yin Y Z and Wang Y C: Analysis of catenary action in steel beams using a simplified hand calculation method, Part 2: validation for non-uniform temperature distribution, Journal of Constructional Steel Research, Vol. 61-2(2005), pp.213-234

DOI: 10.1016/j.jcsr.2004.07.003

Google Scholar

[5] Kodur VKR and Dwaikat M: A numerical approach for modeling the fire induced restraint effects in reinforced concrete beams, Fire safety Journal, Vol. 43-4 (2008) , pp.291-307

DOI: 10.1016/j.firesaf.2007.08.003

Google Scholar

[6] Tan K H, Toh W S and Huang Z H: Structural responses of restrained steel columns at elevated temperatures. Part 1: Experiments [J], Engineering Structures, Vol. 12-5 (2006) , pp.1-13

DOI: 10.1016/j.engstruct.2006.12.005

Google Scholar

[7] Huang Z F and Tan K H: Axial restraint effects on the fire resistance of composite columns encasing I-section steel, Journal of Constructional Steel Research, Vol. 63-4 (2007), p.437–447

DOI: 10.1016/j.jcsr.2006.07.001

Google Scholar

[8] Zhan-Fei Huang and Kang-Hai Tan: Structural response of restrained steel columns at elevated temperatures. Part 2: FE simulation with focus on experimental secondary effects, Journal of constructional steel research, Vol. 29-10 (2007), pp.2036-2047

DOI: 10.1016/j.engstruct.2006.09.012

Google Scholar

[9] Jing Y T: Behaviors of Reinforced Concrete Frame with Special-shaped Columns at elevated temperature [D], South China University of Technology. (2009)

Google Scholar

[10] Guo Zhenhai and Shi Xudong: Behavior of reinforced concrete at elevated temperature and its calculation, Tsinghua University Press, china (2003)

Google Scholar

[11] Commission of the European Communities: En1992-1-2. Eurocode 2: Design of concrete structures. Part 1-2: General rules Structural Fire Design. Brussels; (2004)

Google Scholar