鉄骨部材と木質部材の簡易接合部の構造性能に関する実験的研究

抄録

In this paper we conducted bending tests with steel-wooden-members connections and analyzed those strength. For these connections, we used glue-filled screw or lag screw bolt for the fasteners. Steel members are used for a foundation and wooden members are used for a column.
Those connections were studied with the allowable stress design method for a small construction or emergency temporary building.
As a result, it is confirmed that those connections are usable.