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 39
... peak enhancement parameter γ . Hence the peak values of measured spectra were non- dimensionalized by H1 / 32 / fp and plotted versus Ip ( period of spectrum peak ) in Fig.4.10 . The nondimen- sionalized peak values of ISSC type , B - M ...
... peak enhancement parameter γ . Hence the peak values of measured spectra were non- dimensionalized by H1 / 32 / fp and plotted versus Ip ( period of spectrum peak ) in Fig.4.10 . The nondimen- sionalized peak values of ISSC type , B - M ...
Page 95
... peak ( or trough ) values of transverse forces are conducted by using different filter thresholds , diffrent statistical parameters will be obtained , because there are many small waves crossing zoro in the force history . According to ...
... peak ( or trough ) values of transverse forces are conducted by using different filter thresholds , diffrent statistical parameters will be obtained , because there are many small waves crossing zoro in the force history . According to ...
Page 128
... peak frequency of the force spectrum remains unchanged for all spacings . When it is located in the front , the peak frequency is shifted to a higher value at the closest spacing only in deep water conditions , Figs . 14 and 15 . Three ...
... peak frequency of the force spectrum remains unchanged for all spacings . When it is located in the front , the peak frequency is shifted to a higher value at the closest spacing only in deep water conditions , Figs . 14 and 15 . Three ...
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