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A number of Japanese cedar, which ought to be used to buildings or other structures, would increase rapidly in a few years in Japan. However the stiffness and strength of the Japanese cedar’s timbers are much less than other timbers in North-America or Europe. In this paper, the construction approach to improve the weakness of the beam’s bending behavior are presented. Four 1/2-scale simply-supported beams, were tested to clarify the bending behavior and the measure to predict them. The construction approach means to use steel-reinforced lamellas made of the Japanese cedar’s timber, in tension zone and compression zone.

EXPERIMENTAL INVESTIGATION OF BENDING BEHAVIOR OF HYBRID TIMBER BEAMS REINFORCED USING STEEL BARS SUBJECTED TO CYCLE LOADING