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 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 160
... linear and quadratic transfer functions and spectral shapes of the first- and second - order wave forces are discussed . 2. Quadratic System Representation of Wave Forces Subject to Irregular Waves The quadratic Volterra representation ...
... linear and quadratic transfer functions and spectral shapes of the first- and second - order wave forces are discussed . 2. Quadratic System Representation of Wave Forces Subject to Irregular Waves The quadratic Volterra representation ...
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 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 25 |
Copyright | |
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added mass amplitude analysis applied array assumed body boundary calculated circular cylinder coefficient comparison component computed considered constant corresponding crest cylinder damping defined depends depth determined direction distribution domain drag coefficient drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid forward frequency function given horizontal hydrodynamic incident increase inertia integral irregular Kc number length lift force linear load low-frequency maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters period pile plate potential predicted presented pressure problem radiation range reference regular waves respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge swing Table theory velocity vertical vessel vortex wave force wave height