Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 49
... displacement at point 5 ( Case 2 , uni - directional wave ) EXP . CAL . 0.01 € 0 -0.01 40 50 60 70 80 Fig.11 Time series of vertical displacement at point 1 ( Case 4 , uni - directional wave ) 0.04 0.02 EXP . CAL 0 -0.02 40 [ x10 ] 2.0 ...
... displacement at point 5 ( Case 2 , uni - directional wave ) EXP . CAL . 0.01 € 0 -0.01 40 50 60 70 80 Fig.11 Time series of vertical displacement at point 1 ( Case 4 , uni - directional wave ) 0.04 0.02 EXP . CAL 0 -0.02 40 [ x10 ] 2.0 ...
Page 98
... displacement curve of suction foundation was obtained as given in Figure 5 . 10 20 0.00 0.01 0.02 Wall Displacement ( cm ) CET 8 Monotonic Pullout v . - 0.03 cm / min 842918.034 land 10 Total Force , Ftel 120 Land ( lb ) Tip Elevation ...
... displacement curve of suction foundation was obtained as given in Figure 5 . 10 20 0.00 0.01 0.02 Wall Displacement ( cm ) CET 8 Monotonic Pullout v . - 0.03 cm / min 842918.034 land 10 Total Force , Ftel 120 Land ( lb ) Tip Elevation ...
Page 129
... Displacement of the pile during a pulse . displacement ( mm ) 10 2 10 20 30 40 50 amount of pulses opening time Fig.3 Typical progress of a pressure pulse . were connected to the suction pile in order to enable the measurement of ...
... Displacement of the pile during a pulse . displacement ( mm ) 10 2 10 20 30 40 50 amount of pulses opening time Fig.3 Typical progress of a pressure pulse . were connected to the suction pile in order to enable the measurement of ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind