Influence of flow velocity on tsunami loss estimation

Figure 1. An example of synthesised earthquake source modelFigure 3. Fragility considering velocity for RC structures (left are fragility surfaces for plain coast and right are fragility surfaces for ria coast)Figure 8. Stochastic tsunami hazard maps for region R2 in Sendai: (a-c) inundation depth; and (d-f) velocityFigure 14. Stochastic tsunami hazard maps for region R1 in Onagawa: (a-c) inundation depth; and (d-f) flow velocity

图1 合成震源模型示例。图3 考虑流速的钢筋混凝土（RC）结构易损性曲面（左侧为平直海岸的易损性曲面，右侧为溺湾海岸的易损性曲面）。图8 仙台地区R2的随机海啸危险性分布图：(a)-(c) 淹没水深；(d)-(f) 流速。图14 女川地区R1的随机海啸危险性分布图：(a)-(c) 淹没水深；(d)-(f) 流动流速。