John T Easley,David E McFarland.Buckling of Light-GaugeCorrugated Metal Shear Diaphragms[J].Journal of Structural Division,ASCE,1969,95(7):1497-1516;
[4]
John T Easley.Buckling Formulas for Corrugated Metal ShearDiaphragms[J].Journal of Structural Division,ASCE,1975,101(7):1403-1417;
[5]
Lawson R M.The Flexibility and Strength of Corrugated Diaphragmsand Folded Plates[D].Manchester:University of Salford,1976;
[6]
Howard D Wright,Anwar Hossain K M.In-Plain Shear Behavior ofProfiled Steel Sheeting[J].Thin-Walled Structures,1997,29:79-100;
[7]
Anwar Hossain K M,Wright H D.Experimental and TheoreticalBehavior of Composite Walling Under In-Plain Shear[J].Journal ofConstructional Steel Research,2004,60:59-83;
[8]
Anwar Hossain K M,Wright H D.Performance of Double Skin-Profiled Composite Shear Walls:Experiments and Design Equations[J].Can.J.Civ.Eng,2004,31:204-217.