Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 87
Page 44
... Linear * Exp . Chak . $ Linear * Exp . Chak . $ Linear * Exp . Chak . $ Linear * Exp . 0.500x10-3104.4 0.804x10-3270.2 0.891x10-3115.3 - -3 . 0.905x10 125.3 0.210x10 89.0 2 2 - 2 0.137x10 148.6 0.130x10 146.3 0.220x10 117.6 -3 - 3 0.512 ...
... Linear * Exp . Chak . $ Linear * Exp . Chak . $ Linear * Exp . Chak . $ Linear * Exp . 0.500x10-3104.4 0.804x10-3270.2 0.891x10-3115.3 - -3 . 0.905x10 125.3 0.210x10 89.0 2 2 - 2 0.137x10 148.6 0.130x10 146.3 0.220x10 117.6 -3 - 3 0.512 ...
Page 45
... Linear * 0.554x10 276.5 -3 0.386x10 191.3 0.0 0.105x10 121.7 0.631x10-3 110.8 AREG 3 Chak . $ -3 -3 Linear * 0.124x10 0.901x10 125.4 97.9 - 2 - 2 0.175x10 159.2 0.0 0.301x10 248.4 0.139x10 167.4 2 AREG12 Chak . $ 2 0.124x10 3 88.2 0.891 ...
... Linear * 0.554x10 276.5 -3 0.386x10 191.3 0.0 0.105x10 121.7 0.631x10-3 110.8 AREG 3 Chak . $ -3 -3 Linear * 0.124x10 0.901x10 125.4 97.9 - 2 - 2 0.175x10 159.2 0.0 0.301x10 248.4 0.139x10 167.4 2 AREG12 Chak . $ 2 0.124x10 3 88.2 0.891 ...
Page 195
... linear ones while the vertical non- linear wave forces are likely more than 10 % -20 % compar- ed with the linear ones . So that , in some cases , the 2nd - order forces should be taken into account . REFERENCES 1 . Chakrabarti , S. K. ...
... linear ones while the vertical non- linear wave forces are likely more than 10 % -20 % compar- ed with the linear ones . So that , in some cases , the 2nd - order forces should be taken into account . REFERENCES 1 . Chakrabarti , S. K. ...
Contents
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
Copyright | |
36 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis approximately biofouling body boundary breaker breaking waves calculated circular cylinder component computed cylinder damping coefficient diameter diffraction domain drag coefficient drag force dynamic effects exciting force experimental Figure fluid force coefficients forces acting free surface function Green function harmonic Hermite polynomial hindcast hydrodynamic hydrodynamic forces ice mass in-line incident wave inertia integral interaction irregular Kc number linear wave theory load lowerhull maximum measured Mechanics and Arctic method nondimensional nonlinear obtained Ocean Offshore Mechanics offshore structures oscillation parameters platform predicted present ratio Rayleigh distribution regular waves response Reynolds number second order second-order semi-submersible platform semisubmersible shear flow shown simulation solution spectra spectral density spectrum superposition principle surface elevation surge motion tests values velocity potential vibrations vortex shedding w₁ water depth wave drift damping wave drift force wave forces wave frequency wave height wave period