Fig. 3From: Reinforcing effect of hardwoods on the moment resistance performance of traditional Japanese “nuki”-column jointsRelations between moment and deformation angle and bilinear showing the average of characteristic (N series) [8]. The closed symbols, in the order of deformation angle, indicate the origin, the average of the coordinate of yield point, and the one of maximum moment. The gray lines show the results for each specimenBack to article page