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 93
... respectively H.T.L wave height , wave period and wave length respectively K wave number , K = 2 / L 1 spectrum and that for a pile in group force respectively KLG transverse gronping - pile factor KC Keulegan - Carpenter number distance ...
... respectively H.T.L wave height , wave period and wave length respectively K wave number , K = 2 / L 1 spectrum and that for a pile in group force respectively KLG transverse gronping - pile factor KC Keulegan - Carpenter number distance ...
Page 166
... respectively . Also , p and N denote the prediction length and filter length , respectively . The quadratic filter weights . are assumed to be symmetric , i.e. , h2 ( i , j ) h2 ( j , i ) . Here , we want to determine the filter weights ...
... respectively . Also , p and N denote the prediction length and filter length , respectively . The quadratic filter weights . are assumed to be symmetric , i.e. , h2 ( i , j ) h2 ( j , i ) . Here , we want to determine the filter weights ...
Page 297
... respectively ; superscript T denotes transpose . The hook load , elastically suspended by a hoisting rope assembly from the crane boom tip , was assumed to move with three degrees of freedom . The equations of motion of the load were ...
... respectively ; superscript T denotes transpose . The hook load , elastically suspended by a hoisting rope assembly from the crane boom tip , was assumed to move with three degrees of freedom . The equations of motion of the load were ...
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