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 347
... natural frequencies and mode shapes of a uniform single - span beam with nine different combinations of end conditions is presented . Numerical results indicated that the variation of normalized natural frequency parameter with ...
... natural frequencies and mode shapes of a uniform single - span beam with nine different combinations of end conditions is presented . Numerical results indicated that the variation of normalized natural frequency parameter with ...
Page 482
... natural frequencies and mode shapes of the cable . Ramberg and Griffin ( 1977 ) measured the natural frequen- cies of taut and slack marine cables in air and in water and obtained good agreement with predictions based upon the linear ...
... natural frequencies and mode shapes of the cable . Ramberg and Griffin ( 1977 ) measured the natural frequen- cies of taut and slack marine cables in air and in water and obtained good agreement with predictions based upon the linear ...
Page 483
... natural frequency of the cable was measured over a range of tensions which pro- duced both taut and slack conditions . The cable was suspended horizontally with pinned - pinned end conditions . For the condi- tions shown , the cable ...
... natural frequency of the cable was measured over a range of tensions which pro- duced both taut and slack conditions . The cable was suspended horizontally with pinned - pinned end conditions . For the condi- tions shown , the cable ...
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