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When buckling occurs in the infill plate of a steel plate shear wall (SPSW), a diagonal tension field is formed through the plate. This paper investigates the influence of torsional stiffness of surrounding members (i.e. beams and columns) on the buckling coefficient and tension field behaviour of SPSW. The linear buckling equations in the sense of von-Karman have been solved in conjunction with various boundary conditions, by using the Ritz method. Also, in this research the effects of symmetric and anti-symmetric buckling modes on the behaviour of the tension field and buckling coefficient have been studied.

Principal stress behaviour of a steel plate shear wall concerning buckling modes