Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 357
THE CONCRETE RE - USABLE PLATFORM DESIGN . Description of the platform The basic design of the CRP comprises a sub - sea form which may be designed from numerous alternative geometrical shapes such as : central tower with conical walls ...
THE CONCRETE RE - USABLE PLATFORM DESIGN . Description of the platform The basic design of the CRP comprises a sub - sea form which may be designed from numerous alternative geometrical shapes such as : central tower with conical walls ...
Page 358
... platform : can be applicable for the range of water depth selected be adapted to a defined range of soil conditions ... platform during submergence testing in a fjord near Stavanger ( Jakobsen , 1992 ) has focused the attention on the ...
... platform : can be applicable for the range of water depth selected be adapted to a defined range of soil conditions ... platform during submergence testing in a fjord near Stavanger ( Jakobsen , 1992 ) has focused the attention on the ...
Page 358
PLATFORM ' B ' Platform ' B ' ( Fig . 12 ) is located two miles offshore California in a water depth of 60 ft ( 18 m ) . It is a 12- leg drilling and production platform . It was installed in 1964 and has been well maintained . The ...
PLATFORM ' B ' Platform ' B ' ( Fig . 12 ) is located two miles offshore California in a water depth of 60 ft ( 18 m ) . It is a 12- leg drilling and production platform . It was installed in 1964 and has been well maintained . The ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic cylinder diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic hydrodynamic force incident wave integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures OMAE oscillating parameters peak pile platform pontoons predicted propagation random wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind