Abstract
In order to study the seismic performance of wall component with double steel plates and infill concrete,three wall components with double steel plates and infill concrete were tested.The deformation performance and failure modes were observed under low cyclic lateral loads with high axial compression ratio.Valuable results were obtained for the hysteretic curves,skeleton curves,rigidity degeneration,ductility and energy dissipation capacity.The results indicate that Stud spacing is the key factor to prevent local buckling of steel plate, Steel plate and concrete stress as a whole;Setting stiffening rib, can improve the overall stiffness, bearing capacity and ductility, but had little effect on delaying wall cracks.
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