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 120
... performed using non linear time history analyses , although simplified methods could be applied . The verification of Annalisa platform was performed basing on the Idealised Structural Unit Method ( Holmas et alii , 1998 ) which ...
... performed using non linear time history analyses , although simplified methods could be applied . The verification of Annalisa platform was performed basing on the Idealised Structural Unit Method ( Holmas et alii , 1998 ) which ...
Page 127
... performed to examine the behaviour of suction piles during installation . Some measuring data has been obtained from the installation of piles in practice . In such cases , however , installation proceeds well and consequently the ...
... performed to examine the behaviour of suction piles during installation . Some measuring data has been obtained from the installation of piles in practice . In such cases , however , installation proceeds well and consequently the ...
Page 372
... performed in which the entire time history of vessel motion from the mooring analysis is used as a prescribed boundary condition for the riser top connection , also illustrated in Figure 3. The associated irregular seas realization is ...
... performed in which the entire time history of vessel motion from the mooring analysis is used as a prescribed boundary condition for the riser top connection , also illustrated in Figure 3. The associated irregular seas realization is ...
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