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 529
... axial loads developed in the remaining 15 jacks due to each thermal load case . Note that the matrix is symmetric and positive definite . Jacks 1,3 and 5 are selected to have equal extensions in order to eliminate rigid body motions in ...
... axial loads developed in the remaining 15 jacks due to each thermal load case . Note that the matrix is symmetric and positive definite . Jacks 1,3 and 5 are selected to have equal extensions in order to eliminate rigid body motions in ...
Page 564
... axial strain along the strip when the pipe is bent . A detailed derivation and explanation of axial slip is given elsewhere ( Witz and Tan , 1989 , 1991b ) and , therefore , is not repeated here . Feret and Bournazel ( 1987 ) assumed ...
... axial strain along the strip when the pipe is bent . A detailed derivation and explanation of axial slip is given elsewhere ( Witz and Tan , 1989 , 1991b ) and , therefore , is not repeated here . Feret and Bournazel ( 1987 ) assumed ...
Page 603
... AXIAL FAILURE MECHANISM 8 The general and detailed description of the axial failure mechanisms for a suction pile is given in Christensen et al . ( 1991 ) . This paper will only give a short presentation of the developed formula for axial ...
... AXIAL FAILURE MECHANISM 8 The general and detailed description of the axial failure mechanisms for a suction pile is given in Christensen et al . ( 1991 ) . This paper will only give a short presentation of the developed formula for axial ...
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