This study proposes a structural system of passive controlled shear wall for mid-rise wooden construction consist of high damping rubber, cross laminated timber and drift-pin joint. In this paper, to verify the effectiveness of proposed shear wall, cyclic loading tests of high damping rubber damper and full scaled shear wall specimens were conducted. As a result, it was confirmed that the proposed shear wall demonstrated its target performance of 150kN horizontal strength. And it was also confirmed that no degradation occurred in proposed shear wall in the range of 1/50rad.
