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 270
... structure ) . TITANIUM RISERS FOR DEEPWATER TLP APPLICATIONS : FEASIBILITY STUDIES. in the middle is not so high since the bottom beam has maximum displacement in this point . The ship structure absorbs some energy in the beginning of ...
... structure ) . TITANIUM RISERS FOR DEEPWATER TLP APPLICATIONS : FEASIBILITY STUDIES. in the middle is not so high since the bottom beam has maximum displacement in this point . The ship structure absorbs some energy in the beginning of ...
Page 381
... structures which is then combined with a rigid body structural response to address the flow - structure coupling which is often present in offshore applications . Validation results using this method are first presented for fixed structures ...
... structures which is then combined with a rigid body structural response to address the flow - structure coupling which is often present in offshore applications . Validation results using this method are first presented for fixed structures ...
Page 636
... structure and C , is the ability or capacity of the structure to meet or satisfy the demand . P ( X ) is read as the probability that the event ( X ) takes place . F1 represents the event of failure to develop desirable quality of type ...
... structure and C , is the ability or capacity of the structure to meet or satisfy the demand . P ( X ) is read as the probability that the event ( X ) takes place . F1 represents the event of failure to develop desirable quality of type ...
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