鉄筋コンクリート構造剛接骨組の強震応答

抄録

Using restoring-force characteristics peculiar to the reinforced concrete rigid frame, inelastic responses of multi-story rigid frames to strong seismic gound motions were analysed. The relation between energy input and damage distribution was made clear, and it was found that there are no essential differences between steel structures and reinforced concrete structures in resisting earthquakes.