Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 449
... response and its time derivative processes are mutually independent the expected largest amplitude can be evaluated numerically from the derivative of the p.d.f. of the instantaneous response . First it is applied to the sway motions of ...
... response and its time derivative processes are mutually independent the expected largest amplitude can be evaluated numerically from the derivative of the p.d.f. of the instantaneous response . First it is applied to the sway motions of ...
Page 454
... responses the second order response to the first order one , 02/01 are 1.36 , 2.90 and 4.96 for sway response for K = 0.1 , do . for K = 0.006 and do . for K = 0.0001 , respectively . The numerical results are shown in Figs.4 to 6 ...
... responses the second order response to the first order one , 02/01 are 1.36 , 2.90 and 4.96 for sway response for K = 0.1 , do . for K = 0.006 and do . for K = 0.0001 , respectively . The numerical results are shown in Figs.4 to 6 ...
Page 689
... response spectrum shapes , the second is used because it is normally adopted in structural design . · 1. Response spectrum analysis In the response spectrum analysis the previously computed envelope response spectra are used , one for ...
... response spectrum shapes , the second is used because it is normally adopted in structural design . · 1. Response spectrum analysis In the response spectrum analysis the previously computed envelope response spectra are used , one for ...
Contents
HYDRODYNAMIC FORCES | 1 |
WaveCurrent Force on Horizontal Cylinder | 7 |
Tensions on Silt Curtains in Currents and Waves | 13 |
Copyright | |
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added mass amplitude analysis applied approach approximation assumed body boundary calculated circular compared components computed considered correlation corresponding cylinder damping defined depends depth described determined direction distribution drag coefficient drift force effect elements Engineering equation estimate experimental experiments expressed extreme factor failure Figure flow fluid free surface frequency function given horizontal hydrodynamic important included increase indicate integral length lift lift force linear load maximum mean measured Mechanics method mode motion nonlinear normal obtained Offshore oscillation parameters period pipeline potential predicted present pressure probability problem random range ratio REFERENCES relative reliability represented respectively response second order separation shear ship shown shows simulation solution spectrum structure surface Table term theory transverse uncertainty variables varying velocity vertical vortex wave force wave height