Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 413
1 The shaft is closed at bottom with a dome , which is material efficient compared to a flat base slab supported by shear walls . The shaft is supported by a relatively low circular caisson structure stiffened by radial shear walls ...
1 The shaft is closed at bottom with a dome , which is material efficient compared to a flat base slab supported by shear walls . The shaft is supported by a relatively low circular caisson structure stiffened by radial shear walls ...
Page 656
When the calculated results are compared with the experimental results , both show almost the same tendencies . When KeL is 2.1 or less , the wave exciting force increases in the order of the forward speeds of 6 knots , 0 knots , and 3 ...
When the calculated results are compared with the experimental results , both show almost the same tendencies . When KeL is 2.1 or less , the wave exciting force increases in the order of the forward speeds of 6 knots , 0 knots , and 3 ...
Page 706
Compared with the static stability curve after damage , the model M , 3 may be recommended to have more initial air gap , in order to prevent further flooding on the upper deck . The alternative intact stability criteria are applicable ...
Compared with the static stability curve after damage , the model M , 3 may be recommended to have more initial air gap , in order to prevent further flooding on the upper deck . The alternative intact stability criteria are applicable ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
47 other sections not shown
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Export Citation | BiBTeX EndNote RefMan |