Storey stability of unbraced steel frames subjected to non-uniform elevated temperature distribution
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference18 articles.
1. The effects of frame continuity on the behaviour of steel columns under fire conditions and fire resistant design proposals;Wang;J Constr Steel Res,1997
2. Fire resistance of compartments within a high-rise steel frame: new sub-frame and isolated member models;Huang;J Constr Steel Res,2006
3. On the buckling of axially restrained steel columns in fire;Shepherd;Eng Struct,2011
4. CSA. CSA-S16-09, Design of steel structures 2009. Toronto: Canadian Standards Association.
5. Storey-based stability of unbraced steel frames at elevated temperature;Xu;J Constr Steel Res,2012
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