Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 226
... height probes ( HPROFILE 1-5 ) at equidistant positions over the beam of the vessel ( see Figure 1 ) . In Figure 7 an example of the time traces of these measurements is given for one green water event from the side . From these time ...
... height probes ( HPROFILE 1-5 ) at equidistant positions over the beam of the vessel ( see Figure 1 ) . In Figure 7 an example of the time traces of these measurements is given for one green water event from the side . From these time ...
Page 227
... height on the deck H and independent of time . To achieve this , it should be noted that expression 6 can be modified to : y ¥ = −3√g · H + 2√g · h ' t ( 10 ) Which results in a horizontal velocity as function of water height on the ...
... height on the deck H and independent of time . To achieve this , it should be noted that expression 6 can be modified to : y ¥ = −3√g · H + 2√g · h ' t ( 10 ) Which results in a horizontal velocity as function of water height on the ...
Page 509
... height . Moreover , for a particular falling height , the magnitude of horizontal velocity increases with the increase of falling angles and the increase is higher at the higher falling heights . For example , for a falling height of ...
... height . Moreover , for a particular falling height , the magnitude of horizontal velocity increases with the increase of falling angles and the increase is higher at the higher falling heights . For example , for a falling height of ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave