企画セッション1：リスク定量化とその応用A

[SS1A-03] Calculation of collapse probability Slopes during earthquake motion

*Sutoh Atsushi¹, Masakazu sako², Takahiro IGARASHI² (1. Tohoku Institute of Technology, 2. Koken Engineering Co., Ltd.,)

Keywords:Earthquake disaster prevention, Seismic risk, Seismic Fragility Curve

In PML (Probable Maximum Loss) of construction and a fixed property, an earthquake motion different in a damage probability is than ground property. So, by this research, then failure data of mountain slopes due to the shake of several earthquakes in Japan, it met the ground property by the size of the earthquake motion, it ask for an SFC (Seismic Fragility Curve) for risk analysis.