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 83
... Length Testing Three different change - in - length properties are of interest in the design of deepwater mooring systems with synthetic fiber ropes . Creep is here defined as the total change in length from the original length of the ...
... Length Testing Three different change - in - length properties are of interest in the design of deepwater mooring systems with synthetic fiber ropes . Creep is here defined as the total change in length from the original length of the ...
Page 291
... length , L ( M = P L in which P is the pipe mass density per unit length ) . Then the peak collision force , F , simulated in the time domain leads to the participating mass and length of the pipe by the energy conservation : MV2 = k ...
... length , L ( M = P L in which P is the pipe mass density per unit length ) . Then the peak collision force , F , simulated in the time domain leads to the participating mass and length of the pipe by the energy conservation : MV2 = k ...
Page 304
... length without losing touchdown . Once distance d is defined , the desired length of the mooring line lur can be obtained from equation ( 7 ) . wi The length of UC is generally as short as possible to reduce the weight of the mooring ...
... length without losing touchdown . Once distance d is defined , the desired length of the mooring line lur can be obtained from equation ( 7 ) . wi The length of UC is generally as short as possible to reduce the weight of the mooring ...
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