Fig. 6From: Dynamic performance of simply supported girder bridges subjected to successive earthquake-tsunami eventsTsunami force time histories of various bridge components under D = 16 m and H = 7 m (“-Y” and “-Z” refer to the loading direction in the global coordinate system): a deck-Y, b deck-Z, c pier P1-Y, d pier P1-Z, e pier P3-Y, f pier P3-Z, g cap beam-Y, h cap beam-Z, i pile cap-Y and j pile cap-ZBack to article page