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In this paper, the height and depth of the building in the region expected to tsunami inundation are calculated by compared tsunami load to necessary horizontal load-carrying capacity in the base of the building. In addition, amount of shear walls to reinforce the building and cast-inplace concrete pile to resist tsunami load are calculated. Based on these studies, structural planning flows and examples by using three building models are shown.

A STUDY ON THE NECESSARY HORIZONTAL LOAD-CARRYING CAPACITY OF THE BUILDING IN THE REGION EXPECTED TO TSUNAMI INUNDATION