STRUCTURAL PERFORMANCE OF HIGH DAMPING RUBBER SHEAR WALL FOR MID-RISE WOODEN CONSTRUCTION

Analytical study on behaviors of cyclic loading tests

Abstract

This study proposes a structural system and analysis model of passive controlled shear wall for mid-rise wooden construction with high damping rubber damper and cross laminated timber using drift-pin joint. In this paper, to verify the validity of the proposed analysis model and the effectiveness of the shear wall, cyclic loading tests of high damping rubber damper and full scaled shear wall specimens ware conducted. Test results ware simulated by analysis model using elastic-plastic pushover analysis. Calculation results simulated by proposed analysis model showed that the analysis results reproduced the experimental results accurately.