Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 67
APPLICABILITY OF THE SPECTRAL METHOD one 1 can the 3.2 cd and Cm Determined in Time Domain ( 1 ) Regular Waves The measured Cd and Cm determined by Eq . ( 3 ) are shown in Fig.1 . Cd increases at first then decreases with the increasing ...
APPLICABILITY OF THE SPECTRAL METHOD one 1 can the 3.2 cd and Cm Determined in Time Domain ( 1 ) Regular Waves The measured Cd and Cm determined by Eq . ( 3 ) are shown in Fig.1 . Cd increases at first then decreases with the increasing ...
Page 78
The base shear force was determined using both the present method and the more traditional design approach . 6 SEASTATE K 2 TIME ( hours ) 12 24 36 40 60 72 Fig . 3 Illustrative timeseries of significant wave heights during a storm For ...
The base shear force was determined using both the present method and the more traditional design approach . 6 SEASTATE K 2 TIME ( hours ) 12 24 36 40 60 72 Fig . 3 Illustrative timeseries of significant wave heights during a storm For ...
Page 79
The corresponding distribution function is determined as : estimated T - year events . 90 % confidence limits were obtained assuming that the distribution of the T - year events is normal in accordance with previous investigations ...
The corresponding distribution function is determined as : estimated T - year events . 90 % confidence limits were obtained assuming that the distribution of the T - year events is normal in accordance with previous investigations ...
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Contents
HYDRODYNAMIC FORCES | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
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acting amplitude analysis angle applied approximately assumed body boundary breaker breaking calculated coefficient compared comparison component computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid free surface frequency function given horizontal hydrodynamic increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase platform potential predicted present pressure probability problem range ratio region regular waves relative Research respectively response second order shear ship shown shows simulation solution spectra spectrum structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Export Citation | BiBTeX EndNote RefMan |