7Hancock G J.Distortional buckling of steel storage rack columns[J].Journal Of Structural Engineering,1985,111(12):2770-2783.
8Schafer B W.Local,distortional,and Euler buckling of thinwalled columns[J].Journal of Structural Engineering,2002,128(3):289-299.
9Eduardo de Miranda Batista.Effective section method:A general direct method for the design of steel cold-formed members under local-global buckling interaction[J].ThinWalled Structures,2010,48(4-5):345-356.
10Specification for the Design of Cold-Formed Steel Structural Members,1986 ed.(AISI)[S].