Experimental Study of Cold-Formed Steel Floors Made of Hollow Flange Channel Section Joists under Fire Conditions-Reference-Cited by-同舟云学术

Experimental Study of Cold-Formed Steel Floors Made of Hollow Flange Channel Section Joists under Fire Conditions

Published:2016-02 Issue:2 Volume:142 Page:04015134
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Jatheeshan Varathananthan¹,Mahendran Mahen²

Affiliation:

1. Ph.D. Researcher, School of Civil Engineering and Built Environment, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia.

2. Professor, School of Civil Engineering and Built Environment, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001409

Reference21 articles.

1. Alfawakhiri F. (2001). “Behaviour of cold-formed steel framed walls and floors in standard fire resistance tests.” Ph.D. thesis Carleton Univ. Ottawa.

2. Numerical modelling and design of LiteSteel Beams subject to lateral buckling

3. Section moment capacity tests of LiteSteel beams

4. Baleshan B. and Mahendran M. (2010). “Full scale fire tests of a new light gauge steel floor-ceiling system.” Proc. 4th Int. Conf. on Steel and Composite Structures Univ. of Western Sydney NSW Australia 395–401.

5. CEN (European Committee for Standardization). (2005). “Design of steel structures. Part 1-2: General rules-structural fire design.” EN 1993-1-2 Brussels Belgium.

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