Tohoku Tsunami Survey
Tohoku Tsunami Survey
Tohoku Tsunami Survey
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Bore Impact Forces – Minami Gamou<br />
1600<br />
Wastewater Treatment Plant<br />
1400<br />
Maximum Force for 3x Hydrostatic Pressure<br />
Base Shear (kN) (per unit width of wall)<br />
1200<br />
1000<br />
800<br />
600<br />
400<br />
200<br />
First Yield at Edge of Wall<br />
First Yield of Ends of Roof Beams &<br />
First Yield at Midspan of Columns<br />
First Yield at Midheight of Wall<br />
First Yield of Beam at Ends of Wall &<br />
First Yield at Base of Wall<br />
First Yield of Columns at Base of Wall<br />
Maximum Force for OCADI Pressure<br />
Maximum Force for Theoretical Bore Pressure<br />
0<br />
0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20<br />
Maximum Transverse Wall Displacement (m)
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