Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 81
Page 263
... domain method and time domain method in the dynamic analysis of a mooring line was presented . The mooring line tensions under random excitation at the upper end were calculated by an existing time domain method . Then the quadratic ...
... domain method and time domain method in the dynamic analysis of a mooring line was presented . The mooring line tensions under random excitation at the upper end were calculated by an existing time domain method . Then the quadratic ...
Page 264
... domain . So , we can obtain a more rigorous result of mooring line response by time domain calculation . These results can be used as a criterion to judge if the results obtained by perturbation method are acceptable . In this paper we ...
... domain . So , we can obtain a more rigorous result of mooring line response by time domain calculation . These results can be used as a criterion to judge if the results obtained by perturbation method are acceptable . In this paper we ...
Page 523
... domain program in the design of large floating structures . Several simplification and approximation errors can thus be avoided in the design . This paper critically assesses the requirement of the time- domain diffraction and motion ...
... domain program in the design of large floating structures . Several simplification and approximation errors can thus be avoided in the design . This paper critically assesses the requirement of the time- domain diffraction and motion ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
65 other sections not shown
Other editions - View all
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