Shaking table tests for full-scale wood frame specimens with large stiffness eccentricity are conducted. Specimen is single story, and its plan dimension is 1.82m in X-direction and 2.73m in Y-direction. Stiffness of specimens are unbalanced in X direction, along which input motions are provided by the shaking table. The eccentricity ratio Re, defined by Japan Building Standard Law is about 0.6 for the standard specimen. We test six specimens : one does not have any dampers and the others are provided with viscoelastic dampers in various arrangements. The performance of specimens is discussed by referring to story drift, damper deformation and dynamic properties.
