Offshore jacket platforms are situated in challenging environmental conditions and often experience changes in mass and stiffness, resulting in alteration in its dynamic properties. The tuned mass damper (TMD), known for its effectiveness in vibration control, has been earlier studied for implementation in jacket platforms. However, it is sensitive to tuning and would suffer a performance loss if the structural frequency undergoes modification. This can be overcome by connecting the damper mass to the structure by a conical spring that exhibits multilinear behaviour. This allows the TMD to remain tuned to different values of the structural frequency. In this study, the jacket platform is modelled as a multi-degree-of-freedom (MDOF) system, and the performance of the designed TMD with conical spring (TMD-C) is investigated in both frequency and time domain. Two possible variations in the fundamental period of an example jacket structure are considered and the results of wave-induced vibration control of deck responses achieved by the TMD-C are compared with those by the conventional TMD. Results indicate that despite being a passive device, the TMD-C can maintain the desired tuning to the structural frequency and thereby outperforms the conventional TMD in the reduction of the deck responses.
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