Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 156
The total applied load is derived from previous experience for like towers , number of conductors and so on . As the design progresses , it could also be the most recent , applicable applied load derived during the " Designer Wave ...
The total applied load is derived from previous experience for like towers , number of conductors and so on . As the design progresses , it could also be the most recent , applicable applied load derived during the " Designer Wave ...
Page 346
( 1 ) , but with different formulae applied to compute the capacity terms C1 , C2 , the interaction term k , and the capacity model uncertainty factors Tootca , Tcze > OSCS Bay Failure . A criterion referred to as the RCC ( Rule Case ...
( 1 ) , but with different formulae applied to compute the capacity terms C1 , C2 , the interaction term k , and the capacity model uncertainty factors Tootca , Tcze > OSCS Bay Failure . A criterion referred to as the RCC ( Rule Case ...
Page 347
Two model uncertainties were applied to these load - effects , as specified in Table 1 , one uncertainty for the mean effects , and another for the low - frequency effects . The effects of lowfrequency yaw motion of the platform were ...
Two model uncertainties were applied to these load - effects , as specified in Table 1 , one uncertainty for the mean effects , and another for the low - frequency effects . The effects of lowfrequency yaw motion of the platform were ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
27 other sections not shown
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Common terms and phrases
amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding costs crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid force frequency function given height important increase initial inspection installation integration interaction joints length lift lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table variables velocity wave wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1994 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791812642, 9780791812648 |
| Export Citation | BiBTeX EndNote RefMan |