Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 46
... applying the zero - draft theory . Then , a weak non - linear was assumed in the second - order problem . The modal method is applied to the analysis of the hydroelastic deflection . In this study , the model for the numerical ...
... applying the zero - draft theory . Then , a weak non - linear was assumed in the second - order problem . The modal method is applied to the analysis of the hydroelastic deflection . In this study , the model for the numerical ...
Page 264
... applied for the simulation of ship frame water impact . Both domains : the water area and the ship structure are modelled . A qualitative estimation of the ship structure flexibility on the hydrodynamic impact loads is given . Both ...
... applied for the simulation of ship frame water impact . Both domains : the water area and the ship structure are modelled . A qualitative estimation of the ship structure flexibility on the hydrodynamic impact loads is given . Both ...
Page 439
... applied as concentrated loads at the two ends of beam are Mao = 293 kg Ma = 32 kg al c where t is the wall thickness of the beam , and G the strain energy release rate . For the vertical vibration of the beam , the crack is mainly ...
... applied as concentrated loads at the two ends of beam are Mao = 293 kg Ma = 32 kg al c where t is the wall thickness of the beam , and G the strain energy release rate . For the vertical vibration of the beam , the crack is mainly ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind