Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 617
... capacity failure may occur . In other cases the resistance is determined either by the tensile strength of the open part of the point area , or by the interior skin friction . horizontal cross sections of pile , exterior respectively ...
... capacity failure may occur . In other cases the resistance is determined either by the tensile strength of the open part of the point area , or by the interior skin friction . horizontal cross sections of pile , exterior respectively ...
Page 619
... capacity for a suction pile is found as the minimum value of the three expressions given by equations ( 1 ) - ( 3 ) in the following sections . total horizontal stress between soil plug and interior pile wall at base level , i.e. when ...
... capacity for a suction pile is found as the minimum value of the three expressions given by equations ( 1 ) - ( 3 ) in the following sections . total horizontal stress between soil plug and interior pile wall at base level , i.e. when ...
Page 622
... capacity of the pile . Failure modes S , B , or T are marked on the curves ( S = sliding ( 1 ) ; T = tensile failure at tip ( 2 ) ; B inverted bearing capacity failure ( 3 ) ) . It is evident that when suction is to be taken into ...
... capacity of the pile . Failure modes S , B , or T are marked on the curves ( S = sliding ( 1 ) ; T = tensile failure at tip ( 2 ) ; B inverted bearing capacity failure ( 3 ) ) . It is evident that when suction is to be taken into ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile