Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 18
... developed stage in test WI . It is evident from the figure that major dimensions of the scour profile in fully developed stage are the depth and the width . In this test the pipe was installed at bed surface Figure 2. The development of ...
... developed stage in test WI . It is evident from the figure that major dimensions of the scour profile in fully developed stage are the depth and the width . In this test the pipe was installed at bed surface Figure 2. The development of ...
Page 21
... developed stage can be predicted before installation of the pipe . 5. The wave - induced scour profile at fully developed stage is a function of the wave height and length , water depth and the pipe diameter . Thus a new equation is ...
... developed stage can be predicted before installation of the pipe . 5. The wave - induced scour profile at fully developed stage is a function of the wave height and length , water depth and the pipe diameter . Thus a new equation is ...
Page 757
... developed AINS / Kalman filter and real - time embedded software make SEAFOX - A ready to benefit from the few degree per hour MEMS based IMU's currently being researched and developed for example by BAE SYSTEMS , Plymouth , UK [ 3 ] ...
... developed AINS / Kalman filter and real - time embedded software make SEAFOX - A ready to benefit from the few degree per hour MEMS based IMU's currently being researched and developed for example by BAE SYSTEMS , Plymouth , UK [ 3 ] ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine