2008 年 54A 巻 p. 713-722
To increase the shear strength of the beam, the she ar reinforcing effect of steel plate application to one side was evaluated.As the parameters, the embedded lengt h of an anchor and the number of anchors were selected. The results showed that the embedded leng th about 10 φ, is sufficient, and that the increase of shear strength is not in proportion to the incease of anchors.