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 1
... estimation of the workable probability for assembling the rectangular module from rel- ative vertical motions between them . First we estimate the elastic deformations of both structures in regular waves with various wave periods and ...
... estimation of the workable probability for assembling the rectangular module from rel- ative vertical motions between them . First we estimate the elastic deformations of both structures in regular waves with various wave periods and ...
Page 68
... estimation of actual lift force distribution of very large semisubmersible . CONCLUSION In the present study , wind - wave tank experiments on large semisubmersibles were extensively conducted in order to estimate wind lift force on it ...
... estimation of actual lift force distribution of very large semisubmersible . CONCLUSION In the present study , wind - wave tank experiments on large semisubmersibles were extensively conducted in order to estimate wind lift force on it ...
Page 157
... estimate the cost of the pump , and will be utilised below for pump design optimisation . The usefulness of the linear estimate of the flow rate through the pump ( max ) is illustrated in Fig . 5. Here Eq . 3 was plotted against the ...
... estimate the cost of the pump , and will be utilised below for pump design optimisation . The usefulness of the linear estimate of the flow rate through the pump ( max ) is illustrated in Fig . 5. Here Eq . 3 was plotted against the ...
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