Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 4
... shows that the drag force induces a response which is twice as large as that induced by the inertia force , and linearization leads to underestimation of the response level by 3 % to 9 % , depending on the LSR . Unlike the case of sea ...
... shows that the drag force induces a response which is twice as large as that induced by the inertia force , and linearization leads to underestimation of the response level by 3 % to 9 % , depending on the LSR . Unlike the case of sea ...
Page 26
... shows the simulated horizontal velocity vector of tidal current at the top level in flood tide for the three cases : without an airport , with a reclaimed airport and with a float- ing airport ; Fig.4 shows tidal residual currents at ...
... shows the simulated horizontal velocity vector of tidal current at the top level in flood tide for the three cases : without an airport , with a reclaimed airport and with a float- ing airport ; Fig.4 shows tidal residual currents at ...
Page 385
... shows the portion of down - time due to interruptions of the flow through process facilities and export systems . The intermediate segment of the ` down - time bars ' represents the export function , which we have found to be very ...
... shows the portion of down - time due to interruptions of the flow through process facilities and export systems . The intermediate segment of the ` down - time bars ' represents the export function , which we have found to be very ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
VOLUME IB OFFSHORE TECHNOLOGY | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave increase inertia length linear maximum method mooring line mooring system natural frequency nonlinear North Sea obtained offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser sensor ship shown in Figure simulation solution spectral spectral density stability surface elevation surge Table tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave loading wave period wave power wind wire rope