Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 99
... integral in- volving the air pressure history in the chamber and the impluse response function of the system . In section 4 , the impulse response function for a OWC of simple , two - dimensional geometry is com- puted from the ...
... integral in- volving the air pressure history in the chamber and the impluse response function of the system . In section 4 , the impulse response function for a OWC of simple , two - dimensional geometry is com- puted from the ...
Page 161
... integrals , depending on m and n : Emn = = ×× 11 em ( f ) hn ( f ; k ) df , for m , nā„ 1 ; < E ( f ) > ( f ) hn ( f ... integral of the tension spectrum of the kth mooring line as shown in ( 2 ) . Short - Term Distributions of Tension ...
... integrals , depending on m and n : Emn = = ×× 11 em ( f ) hn ( f ; k ) df , for m , nā„ 1 ; < E ( f ) > ( f ) hn ( f ... integral of the tension spectrum of the kth mooring line as shown in ( 2 ) . Short - Term Distributions of Tension ...
Page 486
... integral representation consisting of a regular integral for the bare cable and a sum of discrete mass terms ( Rosenthal , 1981 ) . It is clear from the plot- ted mode shapes that in general the masses are in motion and do not lie at ...
... integral representation consisting of a regular integral for the bare cable and a sum of discrete mass terms ( Rosenthal , 1981 ) . It is clear from the plot- ted mode shapes that in general the masses are in motion and do not lie at ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire