Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 2
... panels is increased without limit . Our own work in this area has been motivated by the per- ceived limitations of programs commonly used in this field , and by our conviction that further developments of the panel method could lead to ...
... panels is increased without limit . Our own work in this area has been motivated by the per- ceived limitations of programs commonly used in this field , and by our conviction that further developments of the panel method could lead to ...
Page 4
... panels are defined as special cases by prescribing two vertices to be coincident . ( The use of triangular panels is illustrated locally near the intersections of the TLP columns and pontoons in Figure 1. ) For some types of bodies ...
... panels are defined as special cases by prescribing two vertices to be coincident . ( The use of triangular panels is illustrated locally near the intersections of the TLP columns and pontoons in Figure 1. ) For some types of bodies ...
Page 9
... panel codes with 240 , 484 , and 992 panels , and on a quadratic finite - element model of the fluid near the structure . A substantial discrepancy is noted in Jefferys ' comparison for the surge added mass and damping , with the panel ...
... panel codes with 240 , 484 , and 992 panels , and on a quadratic finite - element model of the fluid near the structure . A substantial discrepancy is noted in Jefferys ' comparison for the surge added mass and damping , with the panel ...
Contents
HYDRODYNAMIC FORCESI | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
Copyright | |
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acting amplitude analysis angle applied approximate assumed body boundary breaking calculated coefficient compared comparison components computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase platform position potential predicted present pressure probability problem range ratio region regular waves relative Research respectively response second order shear ship shown shows simulation solution spectra spectrum structure surface Table theory values velocity vertical wave drift wave forces wave height wind