Abstract
In this study, rotation rigidity and strength of the joint were evaluated through bending experiment of the joint using round bars and drift pins. Next, rotation rigidity (necessary rotation rigidity) of the joint of the timber frame structure which satisfied story deformation angle restriction of 1/200 and distortion angle restriction of 1/300 of the deflection of the beam was quantitatively grasped, and it was examined for the joint proposed here.
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