Structural performance of steel frame with CLT shear wall

In Japan, Cross Laminated Timber (CLT) is attracting attention as the way of using forest resources that have reached the harvest season. CLT is expected to be used for middle-to-high-rise building with making use of stable in-plane shear performance. In particular, composite structure with steel frame structure or reinforced concrete structure can take advent of respective material properties, and more and more this kind of researches are reported in recent years. A previous research shows the estimation of drift-pin joint with steel plate for fastening CLT and steel frame. This research aims to confirm the structural performance of steel frame with CLT shear wall using drift-pin joint by conducting experiment, and to make analysis model which follows the experimental result.