Abstract: Based on the experiment study of two 1/15 scale shear wall model struc tures with R.C. frame column under low frequency cyclic and reversed lateral lo ads, the interacting behavior of the R.C. frame column and the shear wall is st udied, the failure mechanism and energy dissipation mechanism of moderate and ta ll shear wall with R.C. frame column are compared, and the Earthquake Resistant behavior is evaluated by the comparison of bearing capacity, stiffness, ductili ty, rest oring force characteristics as well as energy consumption ability. It was showed by the experimental results that the earthquake resistant behavior of some stru cture is satisfactory.