抄録
This paper aims at presenting the level-one ground motion for port facilities in Kanto region. Authors proposed a new framework for seismic hazard analysis considering source, path and site amplification effects especially due to the deep subsurface structure. Seismic hazard by the proposed method is obtained as time histories of seismic motions and therefore it can be used directly for dynamic analysis. Difference of earthquake response of quay walls by ground motion of present design method and that of proposed method is discussed.
