The load carrying test for four steel plate shear walls specimens with various ratio of widththickness are carried out so as to test the failure mode and the shear strength of steel plate with trilateral constrained

and the lateral stiffness and the buckling mode are investigated in the test. The result indicates that the ratio of widththickness of steel plate exerts effects on the shearcarrying capacity and failure mode; the buckling of steel plate does not have lateral stiffness. Based on the failure mode of steel plate

the computation model of lateral performance is presented by theoretical analysis. The restraining stiffness of double angle and the bucklingrestrained stiffness of steel plate are the important design conditions. Formulae to determine the elastic lateral stiffness and the angle type is proposed

which can be used in the preliminary design of steel plate with trilateral constrained.