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 42
... loading so assumed yield the consistent load vector for each element and , hence , of the entire tower . The load intensities at the nodes and at the point where the tower pierces the actual water surface ( or the still water level ...
... loading so assumed yield the consistent load vector for each element and , hence , of the entire tower . The load intensities at the nodes and at the point where the tower pierces the actual water surface ( or the still water level ...
Page 76
... Load Calculation Procedure 50 or 100 Year Load B Wave Recordings or Hindcast Data Load Calculation Procedure Many Years of Load Data Statistical Analysis 50 or 100 Year Load C 50 or 100 year Current ( Central Estimate ) Current ...
... Load Calculation Procedure 50 or 100 Year Load B Wave Recordings or Hindcast Data Load Calculation Procedure Many Years of Load Data Statistical Analysis 50 or 100 Year Load C 50 or 100 year Current ( Central Estimate ) Current ...
Page 425
... load P ' is determined by the equations of equilibrium in Each leg response to reaction P / 3 at each support . must be designed to resist axial force p ' as follows . P p ' cos 69 ° = : . p ' = 0.9301P 3 P / 3 69 . l FIG . 5 P / 3 ...
... load P ' is determined by the equations of equilibrium in Each leg response to reaction P / 3 at each support . must be designed to resist axial force p ' as follows . P p ' cos 69 ° = : . p ' = 0.9301P 3 P / 3 69 . l FIG . 5 P / 3 ...
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