DSM to predict distortional failures in cold-formed steel columns exposed to fire: Effect of the constitutive law temperature-dependence

Author:

Landesmann A.,Camotim D.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference51 articles.

1. Review: the Direct Strength Method of cold-formed steel member design;Schafer;J Constr Steel Res,2008

2. American Iron and Steel Institute (AISI), North American Specification for the design of cold-formed steel structural members, NAS (AISI-S100-12), Washington DC; 2012.

3. Standards of Australia and Standards of New Zealand (SA-SNZ), Australian/New Zealand Standard on Cold-Formed Steel Structures, AS/NZS 4600. 2nd ed., Sydney-Wellington; 2005.

4. Brazilian Standards Association (ABNT). Brazilian standard on design of cold-formed steel structures NBR 14762:2010, Rio de Janeiro, RJ; 2010 [Portuguese].

5. Outinen J, Kaitila O, Makeläinen P. A study for the development of the design of steel structures in fire conditions. In: Franssen JM, (Ed.), Proceedings of first international workshop on structures in fire (Sif’2000 Copenhagen, 19–20/6); 2000. p. 267–81.

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