Kazuyuki SHIMONO, Tsutomu SATO, Tadatomo WATANABE
To examine the safety of the SRC structure it is necessary to fully examine the deformability of the SRC beams. In this paper, the method of evaluating the reinforced concrete beam was applied to the bend rigidity evaluation of the SRC column. It is shown that using this method the amount of its deformation and the course of the beam being deformed and ultimately yeilding the repeated load can be predicted.