連層耐震壁を有する RC 造ラーメン架構の残存耐震性能評価法と縮小試験体の振動台実験による検証

Evaluation of the residual capacity of RC structures damaged by earthquakes is necessary in judging the safety level of buildings. This paper proposes a method for evaluating the residual seismic capacity by accounting for differences in member deformation capacities. Within this study, a shake-table test of a 4-story RC structure with shear walls was conducted. The residual seismic capacity of the structure was evaluated and the validity was verified. The results show that the proposed residual capacity evaluation methods were able to capture the general tendency of the experimental results.