1. CSA. Limit states design of steel structures. CAN3-S16.1-94, Canadian Standards Association, Rexdale, Ont., 1994.
2. Clark MJ, Bridge RQ. Notional load approach for the design of frames. Research Report No. R718, School of Civil and Mining Engineering, University of Sydney, Sydney, Australia, 1995.
3. Buckling models and stability design of steel frames: a unified approach;White;J. Construct. Steel Res.,1997
4. Steel-framed structures;Deierlein;Prog. Struct. Eng. Mater.,1997
5. Inelastic instability of rectangular and non-rectangular frames;Kemp;Can. J. Civil Eng.,1999