Passive controlled shear wall for wooden construction with high damping rubber to prevent degradation of seismic performance during repeated severe earthquakes is proposed in this study. In this paper, shear wall tests and shaking table tests of the full scale two-story wooden structure composed of proposed shear walls were described. As the result of tests, it is confirmed that the proposed shear wall is effective to reduce the degradation of seismic performance to repeated earthquakes in comparison with plywood conventional shear wall.
