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 315
USE OF FREQUENCY DOMAIN RESULTS IN EXTREME RESPONSE ESTIMATION OF A TENSIONED RISER Elizabeth Passano SINTEF Structures and Concrete Trondheim , Norway Carl M. Larsen Department of Marine Structures The Norwegian Institute of Technology ...
USE OF FREQUENCY DOMAIN RESULTS IN EXTREME RESPONSE ESTIMATION OF A TENSIONED RISER Elizabeth Passano SINTEF Structures and Concrete Trondheim , Norway Carl M. Larsen Department of Marine Structures The Norwegian Institute of Technology ...
Page 119
The study indicated the following conclusions : Study on soil - structure interaction factor As discussed in earlier , the foundation integrity can be checked by a simplified procedure using the extreme horizontal and vertical force in ...
The study indicated the following conclusions : Study on soil - structure interaction factor As discussed in earlier , the foundation integrity can be checked by a simplified procedure using the extreme horizontal and vertical force in ...
Page 130
( iii ) Application of a nonlinear response analysis procedure may increase the extreme response by up to 15-20 % as ... Due to this the linear analysis overpredicts the extremes for some of the internal leg responses ( e.g. bending ...
( iii ) Application of a nonlinear response analysis procedure may increase the extreme response by up to 15-20 % as ... Due to this the linear analysis overpredicts the extremes for some of the internal leg responses ( e.g. bending ...
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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 |