土構造物の耐震／港湾施設の耐震

[CS10-73] Analysis of Simple Method for Setting Seismic Active Earth Pressure Acting on Anchored Sheet Pile Quay Wall

*Ryunosuke Tawatari¹, Takaaki Mizutani², Kohei Inada², Kenichirou Miyashita³, Kunihiro Ajiki⁴, Takashi Nishimoto⁵ (1. Port and Airport Research Institute (Pacific Consultants), 2. Port and Airport Research Institute, 3. Pacific Consultants, 4. Hiroshima Research and Engineering Office for Port and Airport,Chugoku Regional Development Bureau, 5. Hiroshima Research and Engineering Office for Port and Airport, Chugoku Regional Development Bureau)

Keywords:Port Facilities, Anchored Sheet Pile Quay Wall, Level 1 Ground Motion, Frame Analysis, FLIP, Seismic Earth Pressure