Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 86
Page 245
Tidal Analysis Results Used In table 5 the astronomical tidal constituents are
summarized which have an amplitude in excess of 3 mm - although we did retain
all constituents we identified for all derivations described hereafter . Predicted
High ...
Tidal Analysis Results Used In table 5 the astronomical tidal constituents are
summarized which have an amplitude in excess of 3 mm - although we did retain
all constituents we identified for all derivations described hereafter . Predicted
High ...
Page 648
The heave responses are predicted fairly well by the strip - theory . Figure 2
shows a comparison of the measured and the calculated heave responses
forward speed in beam waves of Models Al , A2 , A3 and C2 . Extreme peak
values appear ...
The heave responses are predicted fairly well by the strip - theory . Figure 2
shows a comparison of the measured and the calculated heave responses
forward speed in beam waves of Models Al , A2 , A3 and C2 . Extreme peak
values appear ...
Page 265
... predicted by Carlsen nondimensional uniaxial plate strength predicted by
Faulkner nondimensional plate transverse strength predicted Faulkner OGS
nondimensional uniaxial plate strength predicted by Guedes Soares -
nondimensional ...
... predicted by Carlsen nondimensional uniaxial plate strength predicted by
Faulkner nondimensional plate transverse strength predicted Faulkner OGS
nondimensional uniaxial plate strength predicted by Guedes Soares -
nondimensional ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
SECONDORDER EFFECTS | 113 |
Copyright | |
47 other sections not shown
Other editions - View all
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 incident 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