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 61
... effect on the forces is clearly seen in Fig . 5 . This example is shown for two side - by side cylinders in line with the waves . The cylinder geometry matches those in Fig . 4 while the spacing is varied for a ka value of 3.0 . The ...
... effect on the forces is clearly seen in Fig . 5 . This example is shown for two side - by side cylinders in line with the waves . The cylinder geometry matches those in Fig . 4 while the spacing is varied for a ka value of 3.0 . The ...
Page 578
... effect of considering such interactions on the spar response has not been studied in detail . Similarly , directional spreading of wave energy is shown to have a significant effect on the response of several floating platforms ( Teigen ...
... effect of considering such interactions on the spar response has not been studied in detail . Similarly , directional spreading of wave energy is shown to have a significant effect on the response of several floating platforms ( Teigen ...
Page 649
... effect in clay was FIG.9 HORIZONTAL BEARING CAPACITY OF PILES OF THE SAME HEIGHT AT DIFFERENT DEPTH . FIG.11 DIAGRAM OF THE LOCATION OF VERTICAL STRIPS TO INCREASE THE EFFECTIVE SURFACE DURING HORIZONTAL LOADING . 0.3 [ kN ] max . load ...
... effect in clay was FIG.9 HORIZONTAL BEARING CAPACITY OF PILES OF THE SAME HEIGHT AT DIFFERENT DEPTH . FIG.11 DIAGRAM OF THE LOCATION OF VERTICAL STRIPS TO INCREASE THE EFFECTIVE SURFACE DURING HORIZONTAL LOADING . 0.3 [ kN ] max . load ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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Common terms and phrases
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