The research described in this paper involves a method to mitigate the
vibration of an offshore structural system in the marine environment
when subjected to the in-plane wave forces. The method introduced incl
ude a practical application for the viscoelastic material to the offsh
ore structural system, and the analytical technique to evaluate the st
ructural responses when the system is incorporated with damping device
s. The viscoelastic materials applied here were tested and verified th
at they have high energy absorption capacity. In the analysis, the app
lied wave forces are based on the fifth-order Stokes wave theory and M
orrison equation for small body and the computation method is based on
Newmark method for nonlinear system. Results of the vibration respons
es for the system with added damping devices are presented and compare
d to the responses of structures of the traditional design. It was obs
erved that the effect of the vibration mitigation was significant and
the dynamic performance of the offshore structural system were greatly
improved when the new damping devices were applied. Copyright (C) 199
6 Elsevier Science Ltd