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 574
... surface having large peaks and troughs is treated , the requirement is considerably increased . Extra calculations are also needed to determine the free surface in the element . In order to reduce computer storage requirements still ...
... surface having large peaks and troughs is treated , the requirement is considerably increased . Extra calculations are also needed to determine the free surface in the element . In order to reduce computer storage requirements still ...
Page 575
... surface on a free surface element is unchanged . This means that the portion of the free surface in each element can only move up or down parallel to the previous surface . Now , since fluid has flowed into or out from the free surface ...
... surface on a free surface element is unchanged . This means that the portion of the free surface in each element can only move up or down parallel to the previous surface . Now , since fluid has flowed into or out from the free surface ...
Page 762
... surface are given . The relationships between speckle movement on a object surface and its image surface are obtained too . It is shown that the image surface of any developable surface is developable and the optical arrangements is ...
... surface are given . The relationships between speckle movement on a object surface and its image surface are obtained too . It is shown that the image surface of any developable surface is developable and the optical arrangements is ...
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