Time history response analyses of horizontal hybrid wooden structures with RC core on one or both sides are conducted considering the elasto-plasticity of the wooden part with Wayne-Stewart model as hysteretic characteristics. Then, by comparing the results with the static elasto-plasticity analyses, the effects of amplification of wooden part and eccentricity are verified, and the consistency with the horizontal load-carrying capacity calculation, such as the setting of the structural characteristics factor DS, is confirmed to form a concrete background for the design of horizontal wooden structures.
