Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 45
... domain , because the response may have some nonlinear effects . In this paper , we showed the time domain analytical method of the deformation on VLFS in irregularwaves and estimated the responses in time domain . As this analytical ...
... domain , because the response may have some nonlinear effects . In this paper , we showed the time domain analytical method of the deformation on VLFS in irregularwaves and estimated the responses in time domain . As this analytical ...
Page 53
... domain , the mooring force of the first - order and the second - order are established . In time domain , the approximate equation of motion is shown , and the coefficients of the mooring force are formulated . The pressure distribution ...
... domain , the mooring force of the first - order and the second - order are established . In time domain , the approximate equation of motion is shown , and the coefficients of the mooring force are formulated . The pressure distribution ...
Page 162
... domain of the flow is divided in small discrete volumes , called cells . Pressure , velocities and the fluid properties as well as their gradients are calculated in each cell , based on the fluxes to and from the neighbouring cells ...
... domain of the flow is divided in small discrete volumes , called cells . Pressure , velocities and the fluid properties as well as their gradients are calculated in each cell , based on the fluxes to and from the neighbouring cells ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind