Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 68
Page 409
Several models were considered to investigate the interaction effect between the
set-back pipes and the derrick structure for a defined deck acceleration spectrum.
Some of these models also have included the effect of flexibility of the set-back ...
Several models were considered to investigate the interaction effect between the
set-back pipes and the derrick structure for a defined deck acceleration spectrum.
Some of these models also have included the effect of flexibility of the set-back ...
Page 410
Under storm condition, 83 knots of wind load was considered. The loading
combinations considered in the design of the rig were operational, wind and
seismic. Under seismic load combination, no hook load was considered.
However full ...
Under storm condition, 83 knots of wind load was considered. The loading
combinations considered in the design of the rig were operational, wind and
seismic. Under seismic load combination, no hook load was considered.
However full ...
Page 4
The purpose of the safety functions is mainly to provide passive protection for the
personnel, which is considered to be the most reliable protection. Further, the
assessment will in cases of doubt 'err' to the conservative side. This is important ...
The purpose of the safety functions is mainly to provide passive protection for the
personnel, which is considered to be the most reliable protection. Further, the
assessment will in cases of doubt 'err' to the conservative side. This is important ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
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 | |
15 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind