Tohoku Tsunami Survey

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Velocity Analysis Video rate of 30 fps Time from Frame 260 to 316 = 1.87 sec. Distance between buildings = 12.2 m Bore velocity = 12.2/1.87 = 6.5 m/s Jump height approx. 5.5m over approx. 0.5m standing water
Bore Impact Forces – Minami Gamou Wastewater Treatment Plant • Comparison with Different Bore Pressures used in Japan <strong>Tsunami</strong> Standards h j = 5.5m v j = 6.5m/s F w 1 2 ⎛ 2 4 3 3 = ρ ⎜ + + 1 sw ghb hjv j g ( hjv j ) ⎝ 2 ⎞ ⎟ ⎠ d s = 0.5m h b =h j +d s = 6.0m
Page 1 and 2: Post-Disaster Structural Data Colle
Page 3 and 4: LiDAR Data Collection • 4 billion
Page 5 and 6: NEOWAVE Flow Depth - Onagawa
Page 7 and 8: Transect 2 N-S Transect 1 E-W
Page 9 and 10: Transect 2 N-S — : MSL; — : sea
Page 11 and 12: Lateral Loading on Walls - Japan
Page 13 and 14: Evaluation of Structural Response S
Page 15 and 16: Onagawa Three-Story Steel Building
Page 17 and 18: Bore Strike on R/C Structure Minami
Page 19 and 20: NEESR - Structural Loading Direct B
Page 21 and 22: NEESR - Development of Performance
Page 23: Wall load expression comparison wit
Page 27 and 28: FEA compared with Lidar scan (m) 0.
Page 29 and 30: Proposed ASCE 7-16 Minimum Design L
Page 31 and 32: Proposed Scope of the ASCE Tsunami
Page 37: Arigato Gosai Mas Any Questions? Ta

Tohoku Tsunami Survey

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