In order to investigate the structural performance of the CLT-S hybrid structure with several types of CLT-S connections to improve the hysteresis behavior, experiments of CLT-S hybrid structure frame were conducted. In the new CLT-S connections, the reduced section parts of inserted steel plate restrained for buckling provide improved behavior against cyclic axial forces due to bending moment in CLT panels. From the experiment result, it was found that the new CLT-S connections improve hysteretic property of the frame and energy dissipation efficiency compared to the existing connections.
