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 82
Page 329
the modeled region . radiating bodies either suspended in the fluid or in contact with the ice can be represented . ... The upper lighter section represents the ice canopy while the lower darker area represents the fluid . Fig .
the modeled region . radiating bodies either suspended in the fluid or in contact with the ice can be represented . ... The upper lighter section represents the ice canopy while the lower darker area represents the fluid . Fig .
Page 501
Here El represents bending stiffness and w ( z ) , the " wet weight " , is equal to the weight of the riser plus content , minus the weight of the displaced water column . T is the effective tension of the riser , i.e. the axial force ...
Here El represents bending stiffness and w ( z ) , the " wet weight " , is equal to the weight of the riser plus content , minus the weight of the displaced water column . T is the effective tension of the riser , i.e. the axial force ...
Page 534
In this equation the first term represents the two components of the second derivative of Ro.o and this vector will also be called the base acceleration of the link . The second and third terms combined represent the acceleration ...
In this equation the first term represents the two components of the second derivative of Ro.o and this vector will also be called the base acceleration of the link . The second and third terms combined represent the acceleration ...
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