Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 405
NATURAL MODES NORMALIZED AMPLITUDE 1,50 . 0.0 -1.0 0.0 1.0 RISER
TOP HEAVE MOTION SEMI SUBMERSIBLE DRILLSHIP 1,20 X : 90 ° 990 -200.0
Ist mode E / Z 0,60 -400.0 0,304 DEPTH ( m ) 0 4 5 6 7 8 4 th mods 2 3 DEGREE
...
NATURAL MODES NORMALIZED AMPLITUDE 1,50 . 0.0 -1.0 0.0 1.0 RISER
TOP HEAVE MOTION SEMI SUBMERSIBLE DRILLSHIP 1,20 X : 90 ° 990 -200.0
Ist mode E / Z 0,60 -400.0 0,304 DEPTH ( m ) 0 4 5 6 7 8 4 th mods 2 3 DEGREE
...
Page 424
The values of observed natural frequencies are shown in Table 1. The values of
dynamic shear modulus at the site were determined by conducting block
vibration , wave propagation and standard penetration tests . The data of these
tests was ...
The values of observed natural frequencies are shown in Table 1. The values of
dynamic shear modulus at the site were determined by conducting block
vibration , wave propagation and standard penetration tests . The data of these
tests was ...
Page 580
Table 3 , Natural periods of around 200 tonnes SWATH ships Name TH TP TR
Draft 10.47 SWATH1 - C8 with fins - C12 SWATH2 - C3 SWATH3 - C3
KAIMALINO KOTOZAKI 174.4 175.6 165.7 208.8 193.2 236.0 7.61 7.83 8.18
5.501 8.6 5.8 ...
Table 3 , Natural periods of around 200 tonnes SWATH ships Name TH TP TR
Draft 10.47 SWATH1 - C8 with fins - C12 SWATH2 - C3 SWATH3 - C3
KAIMALINO KOTOZAKI 174.4 175.6 165.7 208.8 193.2 236.0 7.61 7.83 8.18
5.501 8.6 5.8 ...
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Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
HYDRODYNAMIC FORCES | 47 |
The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |
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acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind
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, 1990 |
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