Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 365
... component k , P1 is the 1 th loading acting on the structure , Cmk is the resistance coefficient for Rk , Bml is the load coefficient for P1 , j and L refer to the number of failed components and the number of loading cases respectively ...
... component k , P1 is the 1 th loading acting on the structure , Cmk is the resistance coefficient for Rk , Bml is the load coefficient for P1 , j and L refer to the number of failed components and the number of loading cases respectively ...
Page 369
... components of the flow vector of a failed element is given by : dz ( 35 ) sufficiently stiff so that they can transfer forces from each other and the components or elements around the joints do not fail . Component failure is assumed to ...
... components of the flow vector of a failed element is given by : dz ( 35 ) sufficiently stiff so that they can transfer forces from each other and the components or elements around the joints do not fail . Component failure is assumed to ...
Page 393
... components . These components are members , joints , or critical sections where a failure can occur ( Gorman , 1979 ) . The components interact with each other when the structure is under load to obtain a prescribed behavior . If any of ...
... components . These components are members , joints , or critical sections where a failure can occur ( Gorman , 1979 ) . The components interact with each other when the structure is under load to obtain a prescribed behavior . If any of ...
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 approximation Arctic Engineering base shear breakwater caisson calculated circular cylinder components computed Conference on Offshore correlation damping density deterministic diameter distribution domain drag coefficient drag force drift force dynamic effect experimental experiments factor failure flume force coefficients form drag free surface frequency function Green's function hindcast horizontal hydrodynamic hydrodynamic force ice floe inertia irregular waves lift coefficient lift force linear maximum mean measured Mechanics and Arctic method mode motion nonlinear North Sea obtained Offshore Mechanics Offshore Structures order theory oscillation oscillatory flow parameters peak pipeline platform potential present pressure problem random range ratio reliability response Reynolds number Sarpkaya second order second-order ship shown in Figure simulation skin friction spectrum surge tension theory transverse force uncertainty variables velocity potential vibration viscous vortex shedding vortices water depth water particle wave force wave height zero