Abstract
Authors carried out hydraulic experiments to clarify the relationship between tsunami fluid force and tsunami velocity acting on a bridge deck subjected to surging breaker bores, plunging breaker bores, waves whose surface inclination is mild slope, and breaker bores with a bridge deck sets up under the still water level. Experimental results show the mechanism that the height of a bridge deck to a tsunami height with meanings of variation of surface inclination of waves causes a significant difference of wave velocity. In addition, it causes variation of Froude number, and leads differences of horizontal and vertical fluid forces acting on a bridge deck.
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Schedule a callMore From: Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
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