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 75
Page 62
For the numerical examples , we follow Naess ( 1985 ) , assuming that B - 0.1 m- ' , a - w2 , 5 - 0.05 and ( 1 ) : W. ... expected that the first order response in the second example is significantly larger than in the first example .
For the numerical examples , we follow Naess ( 1985 ) , assuming that B - 0.1 m- ' , a - w2 , 5 - 0.05 and ( 1 ) : W. ... expected that the first order response in the second example is significantly larger than in the first example .
Page 64
0.5 0.45 0.4 0.35 0.3 Probability dengity 0.25 convergence is slower in the second example where the linear pan is more dominating . In light of the exponential like behaviour of the asymptotic distribution ( see also the pure second ...
0.5 0.45 0.4 0.35 0.3 Probability dengity 0.25 convergence is slower in the second example where the linear pan is more dominating . In light of the exponential like behaviour of the asymptotic distribution ( see also the pure second ...
Page 139
Table 1 Input Parameters for the Tubular Joint Example Brace diameter = 767. mm Brace wall thickness = 45 mm Chord diameter = 1080. mm Chord wall thickness = 45 mm = a , Effective chord length RMS = 1.0 MPa ( see for = 4000mm ...
Table 1 Input Parameters for the Tubular Joint Example Brace diameter = 767. mm Brace wall thickness = 45 mm Chord diameter = 1080. mm Chord wall thickness = 45 mm = a , Effective chord length RMS = 1.0 MPa ( see for = 4000mm ...
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 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
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 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 |