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Proc. ASME. OMAE2019, Volume 2: CFD and FSI, V002T08A060, June 9–14, 2019
Paper No: OMAE2019-95737
... Abstract A numerical simulation of the hydrodynamic interaction and attitude of a ship and two ships of different sizes navigating in parallel in waves were carried out in this paper. The study of the two ships navigating in parallel is of great significance in marine replenishment. This paper...
Proc. ASME. OMAE2012, Volume 5: Ocean Engineering; CFD and VIV, 203-210, July 1–6, 2012
Paper No: OMAE2012-83587
... 1 Copyright © 2012 by ASME NONLINEAR EFFECT ON WAVE-STRUCTURE INTERACTION J. M. Chen Department of Engineering, University of Cambridge Trumpington Street, Cambridge, UK, CB2 1PZ D. Liang Department of Engineering, University of Cambridge Trumpington Street, Cambridge, UK, CB2 1PZ ABSTRACT...
Proc. ASME. OMAE2009, Volume 4: Ocean Engineering; Ocean Renewable Energy; Ocean Space Utilization, Parts A and B, 1037-1044, May 31–June 5, 2009
Paper No: OMAE2009-79867
... wave tidal energy marine protocols guidelines standards This paper describes a major collaborative project funded through the European Union which seeks to accelerate the adoption of ocean energy systems through providing a rational suite of protocols that will: (i) help to match...
Proc. ASME. OMAE2007, Volume 1: Offshore Technology; Special Symposium on Ocean Measurements and Their Influence on Design, 377-384, June 10–15, 2007
Paper No: OMAE2007-29350
... 22 05 2009 Sea waves are random in nature as they propagate with different frequencies and in different directions. In literature, there are several studies about dynamic behavior of marine structures under random waves in frequency domain, but little or nothing has been done about...
Proc. ASME. OMAE2007, Volume 2: Structures, Safety and Reliability; Petroleum Technology Symposium, 679-685, June 10–15, 2007
Paper No: OMAE2007-29770
... Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 Keywords: Ma sea level, ice, numerical mod waves, met-oce operational con INTRODUCTI The Intern (ISSC) Enviro literature on fea the design and/o and presents a ISSC Congress research, the co for...
Proc. ASME. OMAE2004, 23rd International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts A and B, 893-900, June 20–25, 2004
Paper No: OMAE2004-51498
... 05 01 2009 Fixed offshore Platform Earthquake Wave Dynamic Nonlinear The nonlinear dynamic response of jacket-type offshore platform (which has been installed in Persian Gulf) under simultaneously wave and earthquake loads is conducted. The interaction between soil and piles...
Proc. ASME. OMAE2004, 23rd International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts A and B, 393-401, June 20–25, 2004
Paper No: OMAE2004-51190
... production riser riser dynamics current wave loads The present paper describes the behavior of a vertical riser in waves, currents and which is excited by displacements at the riser top. Fundamental equations for riser behavior are described and the Ferrari&Bearman model  is...
Proc. ASME. OMAE2004, 23rd International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts A and B, 641-646, June 20–25, 2004
Paper No: OMAE2004-51347
... wind wave offshore turbine fatigue typhoon For the design of offshore wind turbines exposed to wind and wave loads, the method of combining the wind load and the wave load is significantly important to properly calculate the maximum stresses and deflections of the towers and the...
Proc. ASME. OMAE2006, Volume 3: Safety and Reliability; Materials Technology; Douglas Faulkner Symposium on Reliability and Ultimate Strength of Marine Structures, 121-125, June 4–9, 2006
Paper No: OMAE2006-92189
... 07 10 2008 Based on the hindcast data of 21 storm processes, a Poisson bivariate Logistic extreme value distribution is proposed to estimate the joint probability of extreme wind speed and extreme significant wave height in the storms, the frequency of which can be described by a...