Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 5
... linear solution as a leading - order term but is then modified by the effects of wave steepness . If the threshold level is normalized by the significant wave height then the nonlinear interval , TINE , can be written in terms of the linear ...
... linear solution as a leading - order term but is then modified by the effects of wave steepness . If the threshold level is normalized by the significant wave height then the nonlinear interval , TINE , can be written in terms of the linear ...
Page 159
... linear wave excitation force . Thus , it is not an easy matter to decompose the total force into linear and quadratic components , since other non- ideal disturbances , such as imperfect waves , reflections of waves , transverse waves ...
... linear wave excitation force . Thus , it is not an easy matter to decompose the total force into linear and quadratic components , since other non- ideal disturbances , such as imperfect waves , reflections of waves , transverse waves ...
Page 217
... linear motion equations given above are solved in the time - domain using the Runge - Kutta - Merson numerical integration technique . All the forcing functions given on the right hand side of the equations , as well as the non - linear ...
... linear motion equations given above are solved in the time - domain using the Runge - Kutta - Merson numerical integration technique . All the forcing functions given on the right hand side of the equations , as well as the non - linear ...
Contents
OCEAN WAVES | 1 |
OFFSHORE TECHNOLOGY PART A | 17 |
Application of Optical Techniques to Water Surface Measurement | 27 |
Copyright | |
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added mass amplitude analysis calculated circular cylinder computed cosh damping coefficient damping factor density diffraction directional wave domain drag coefficient drag force drift force dynamic effect Engineering equation estimated experimental fluid force coefficients forces acting forward speed free surface heave horizontal hydrodynamic hydrodynamic forces incident wave inertia coefficients inline force integral irregular JONSWAP Kc number lift force linear load low-frequency low-frequency oscillation maximum measured method Moire Topography motion nonlinear obtained offshore structures parameters peak pile predicted quadratic rad/sec radiation condition ratio regular waves response resultant force Reynolds number Sarpkaya second-order semisubmersible shown in Figure simulation solution spectral density spectrum surface elevation surge swing tanker transfer function transverse force velocity potential viscous vortex shedding vortices water depth wave amplitude wave direction wave drift damping wave excitation wave force wave frequency wave height wave number wave period wave power