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 95
Though the maximum wave height during the test period was about 8.6m , less than normal years , is estimated that future systems could easily made to less severe specifications . same in was 20 13 S 20 NW o 15 15 ह 0 output ...
Though the maximum wave height during the test period was about 8.6m , less than normal years , is estimated that future systems could easily made to less severe specifications . same in was 20 13 S 20 NW o 15 15 ह 0 output ...
Page 305
A real - time scheme is proposed to estimate the structure modal parameters by using input output measurements . A method is proposed to extract the mass , damping , and stiffness matrices of structures from the estimated modal ...
A real - time scheme is proposed to estimate the structure modal parameters by using input output measurements . A method is proposed to extract the mass , damping , and stiffness matrices of structures from the estimated modal ...
Page 308
We present in next sections a method to estimate the M , C , and K matrices from these estimated modal parameters . Equation ( 20 ) will be solved in the following . Theorem to give explicit expressions of C and K in terms of the modal ...
We present in next sections a method to estimate the M , C , and K matrices from these estimated modal parameters . Equation ( 20 ) will be solved in the following . Theorem to give explicit expressions of C and K in terms of the modal ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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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 unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |