RELATION BETWEEN EVALUATION OF SEISMIC RESPONSE AND DAMAGE OF A REINFORCED CONCRETE SUPER HIGH-RISE RESIDENTIAL BUILDING ON POOR GROUND

–Study on strong motion records during the 2011 off the Pacific Coast of Tohoku Earthquake–

Abstract

During the 2011 off the Pacific coast of Tohoku Earthquake, strong motion wave observed at the 30-story reinforced concrete super high-rise building located on poor ground in the Kanto region. By response simulation analysis, a particular response behavior of the building during this earthquake were explored, and then the relationship between damage to building interior and response simulation analysis results were carried out.