CYCLIC LOADING TEST OF CLT-STEEL HYBRID STRUCTURE FRAME WITH CONNECTIONS TO IMPROVE HYSTERETIC BEHAVIOR

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