In recent years, significant interest has been shown in identifying th
e nonlinear mechanisms that induce ringing in complex offshore structu
ral systems. This high-frequency transient-type response has been obse
rved in offshore systems, particularly in tension leg platforms (TLPs)
. Given the implications of this behavior on the fatigue life of TLP t
endons, it is essential that ringing be considered in the overall resp
onse evaluation. This study uses a simplified structural model exposed
to viscous-type loading to demonstrate several of the salient feature
s observed in higher-order potential-type wave-induced loads. Ringing
response in pitching mode caused by viscous-type loading is simulated
on a cylinder piercing the water surface, and significant mechanisms r
eponsible for inducing ringing are delineated. Results clearly indicat
e that, under certain conditions, ringing-type response characteristic
s are captured under viscous-type loading. The cylinder characteristic
s are varied to ameliorate the system performance by altering the cond
itions conducive to ringing.