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Technical standard of Cross Laminated Timber (CLT) was announced officially in 2016. Because the earthquake occurs frequently in Japan, cautious understanding on the ultimate state of CLT is necessary. Especially the shear strength of the CLT panel as a wall and its joints are important for structural design. In this paper, a double shear testing on the shear strength of CLT panel is reported. The specimens of the CLT panel were jointed using drift-pin with inserted steel plate. The results of the testing one specimen (3layer 3ply) shows the shear strength was decreased rapidly after peak load recorded.

A SHEAR STRENGTH OF CLT PANEL BY USING DRIFT-PIN JOINTS WITH INSERTED STEEL PLATE OF DOUBLE SHEAR TESTING