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Keywords: vibration theoryClose
Proc. ASME. OMAE2008, Volume 3: Pipeline and Riser Technology; Ocean Space Utilization, 711-716, June 15–20, 2008
Paper No: OMAE2008-57091
... platform vibration control vibration theory offshore platform Proceedings of the ASME 27th International Conference on Offshore Mechanics and Arctic Engineering OMAE2008 June 15-20, 2008, Estoril, Portugal 1 Copyright © 2008 by ASME * Corresponding author. Project supported by Scientific Research...
Proc. ASME. OMAE2007, Volume 1: Offshore Technology; Special Symposium on Ocean Measurements and Their Influence on Design, 181-186, June 10–15, 2007
Paper No: OMAE2007-29142
... by the increase of the stiffness is much bigger than the decrease of the platform’s deformation and the increase of the columns’ loads’ equality. The analyses also show that the slope angle of the platforms’ columns must be set around 10°. Mega-frame platform vibration control vibration theory offshore...
Proc. ASME. OMAE2005, 24th International Conference on Offshore Mechanics and Arctic Engineering: Volume 1, Parts A and B, 659-663, June 12–17, 2005
Paper No: OMAE2005-67323
... external loadings because of the MFPs having the equal mass and stiffness distribution. And the displacement of MFPs is very small under the randomexternal loadings. Furthermore, the MFPs will have similar structures and suitable for blocking manufacturing. vibration theory offshore platform...
Proc. ASME. OMAE2005, 24th International Conference on Offshore Mechanics and Arctic Engineering: Volume 2, 737-741, June 12–17, 2005
Paper No: OMAE2005-67324
... the platform and the has the smaller vibration response when the frequency etween 0.5 and 2. The results of the simulation also that the DTMD is more effective in the vibration or the jacket platforms. words: vibration theory, DTMD system, vibration MD system, offshore platform world had built many offshore...
Proc. ASME. OMAE2006, Volume 1: Offshore Technology; Offshore Wind Energy; Ocean Research Technology; LNG Specialty Symposium, 601-605, June 4–9, 2006
Paper No: OMAE2006-92552
... is 5 when Ω = 0.45 and ξ = 0.1. The FEM simulation shows that the METMD has a better vibration control effect on the mega-platforms’ vibration control under the random ocean wave load. vibration theory METMD system vibration control ETMD system offshore platform Proceedings of OMAE2006...