The possible motions of a caisson breakwater under dynamic load excitation
include vibrating, vibrating-sliding and vibrating- rocking motions. The mo
dels of vibrating motion and vibrating-sliding motion have been proposed in
an early paper. In this paper, a model of vibrating- rocking motion of cai
sson breakwaters under breaking wave impact is presented, which can be used
to simulate the histories of vibrating-rocking motion of caisson breakwate
rs. The effect of rocking motion on the displacement, rotation, sliding for
ce and overturning moment of breakwaters is investigated, In case the overt
urning moment exceeds the stability moment of a caisson, the caisson may on
ly rock. The caisson overturns only in case the rocking angle exceeds the c
ritical angle, It is shown that the sliding force and overturning moment of
breakwaters can be reduced effectively due to the rocking motion, It is pr
oposed that some rocking motion should be allowed in breakwater design.