Abstract
In order to investigate response of reinforced concrete tide wall for tsunami, we conducted large-scale impact and pressure experiments using Large-scale Tsunami Physical Simulator. We concluded two things. One is that slightly impact condition increases impact force up to 2.4 times under the same experimental condition. Another is that the estimated impact force obtained from proposed estimation equation overestimated actual impact force
Keywords:
fema formula,
takabatake,
experiment,
tide wall,
impact force,
formula,
kihara,
tsunami,
jsce,
steel strain
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2015. International Society of Offshore and Polar Engineers
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