The Optimal Design of TMD for Offshore Structures
Huajun Li, Sau‐Lon James Hu, Tomotsuka Takayama
Abstract
Huajun Li, Sau‐Lon James Hu, Tomotsuka Takayama
Abstract
This paper presents the optimal design procedure of Tuned Mass Damper (TMD) for reducing vibration of an actual steel jacket offshore platform excited by random wave loading. In this study, a frequency domain is taken. The force on the structure is determined by use of the linearized Morison equation for an input Power Spectral Density (PSD) of wave elevation. The sensitivity of optimum values of TMD to characteristic parameters of random wave spectrum is analyzed. An optimized TMD design for the modeled platform is given based on design conditions and the findings of the study.
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This paper presents the optimal design procedure of Tuned Mass Damper (TMD) for reducing vibration of an actual steel jacket offshore platform excited by random wave loading. In this study, a frequency domain is taken. The force on the structure is determined by use of the linearized Morison equation for an input Power Spectral Density (PSD) of wave elevation. The sensitivity of optimum values of TMD to characteristic parameters of random wave spectrum is analyzed. An optimized TMD design for the modeled platform is given based on design conditions and the findings of the study.
Key concepts: Morison equation, Offshore geotechnical engineering, Spectral density, Tuned mass damper, Frequency domain, Structural engineering, Sensitivity (control systems), Submarine pipeline