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 317
... Wind load is an important environmental parameter that influences the design of floating offshore structures , particularly in harsh environment . Because wind spectrum is broad - banded , computation of wind load on the floating unit ...
... Wind load is an important environmental parameter that influences the design of floating offshore structures , particularly in harsh environment . Because wind spectrum is broad - banded , computation of wind load on the floating unit ...
Page 318
... Wind is often treated as a time invariant environment , which has a mean value equal to its turbulent velocity . With this simplification , the effect of wind on a super structure of an offshore structure is represented with a mean ...
... Wind is often treated as a time invariant environment , which has a mean value equal to its turbulent velocity . With this simplification , the effect of wind on a super structure of an offshore structure is represented with a mean ...
Page 320
... wind load will be presented first . Then the actual method that is used to create and verify the load will be shown . Wind Spectrum Model In the following we have adopted the expression of the wind frequency spectrum according to the ...
... wind load will be presented first . Then the actual method that is used to create and verify the load will be shown . Wind Spectrum Model In the following we have adopted the expression of the wind frequency spectrum according to the ...
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