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 74
Page 128
In conventional method, the tether mass, tether damping, and tether curvature are
ignored. The effect of water depth on the stiffness is represented by an equivalent
spring model. In Fylling and Larson's study (1987), the catenary effect which ...
In conventional method, the tether mass, tether damping, and tether curvature are
ignored. The effect of water depth on the stiffness is represented by an equivalent
spring model. In Fylling and Larson's study (1987), the catenary effect which ...
Page 381
SELECTIVE ENUMERATION METHOD FOR IDENTIFICATION OF DOMINANT
FAILURE PATHS OF LARGE ... The Branch-and-Bound method, commonly used
for this purpose, is computationally very expensive when applied for the analysis
...
SELECTIVE ENUMERATION METHOD FOR IDENTIFICATION OF DOMINANT
FAILURE PATHS OF LARGE ... The Branch-and-Bound method, commonly used
for this purpose, is computationally very expensive when applied for the analysis
...
Page 388
In order to enable comparison of SEM and B&B methods, only 36 important
members in the structure have been included in the failure tree enumeration. For
the sake of this comparison, enumeration is first carried out following the B&B
method ...
In order to enable comparison of SEM and B&B methods, only 36 important
members in the structure have been included in the failure tree enumeration. For
the sake of this comparison, enumeration is first carried out following the B&B
method ...
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