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 70
... depends on the wave height , platform clearance and the wave kinematic properties at the impact point . Explanation on the air entrainment involved in the case of wave impact on horizontal platform From the results of visual ...
... depends on the wave height , platform clearance and the wave kinematic properties at the impact point . Explanation on the air entrainment involved in the case of wave impact on horizontal platform From the results of visual ...
Page 341
... depends on the use of both structural and mechanical system reliability methods . It also depends greatly on the availability of data describing all aspects of the system that govern its performance . These databases need to contain ...
... depends on the use of both structural and mechanical system reliability methods . It also depends greatly on the availability of data describing all aspects of the system that govern its performance . These databases need to contain ...
Page 541
... depends upon both and n and thus , it depends upon the dis placement of the tower at time t . The added mass moment of inertia of the tower about the base hinge at any instant of time t is given by 2 I ( t ) = P ( C - 1 ) Sk2 Vk m K = 1 ...
... depends upon both and n and thus , it depends upon the dis placement of the tower at time t . The added mass moment of inertia of the tower about the base hinge at any instant of time t is given by 2 I ( t ) = P ( C - 1 ) Sk2 Vk m K = 1 ...
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