鉄骨架構に耐震要素として挿入されたCLTの水平剛性と圧縮ストラットの定量化に関する研究

抄録

This paper introduces a method for evaluating the horizontal stiffness of CLT seismic panels within steel frame, along with the bearing capacity of compression struts and the easy-to-use stress analysis model. The summary of this paper is as follows:

・The equation for the intrinsic horizontal stiffness of CLT, derived from the simple stress model, has been validated.

・The width and bearing capacity of compression struts of CLT have been quantified.

・The simplified stress analysis model, substituted with the diagonal linear elements, has shown good alignment with the experimental results, as well as the detailed analysis model.