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 80
Page 145
The wind force is given by where Fail = unfiltered drift force signal from Eq . ( 25 mwand completa * CDAD ( 20 ) FM = output of filter first stage drin = output of filter second stage drit Based on an estimated projected windage area ...
The wind force is given by where Fail = unfiltered drift force signal from Eq . ( 25 mwand completa * CDAD ( 20 ) FM = output of filter first stage drin = output of filter second stage drit Based on an estimated projected windage area ...
Page 257
This function is given by - 1 1 G ( , + V ( 2,5 ) ( 17 ) r r ' 27 where a = ( x , y , z ) , E & ( 8,7,5 ) , r 13 El and p = 13 - ( 8,9 , -5 ) and the wave part of the source potential given by Ela , k ) dkda V ( x , ( 18 ) k ki 1 where ...
This function is given by - 1 1 G ( , + V ( 2,5 ) ( 17 ) r r ' 27 where a = ( x , y , z ) , E & ( 8,7,5 ) , r 13 El and p = 13 - ( 8,9 , -5 ) and the wave part of the source potential given by Ela , k ) dkda V ( x , ( 18 ) k ki 1 where ...
Page 663
... ( which adjoins to the water bottom or free surface ) when unit acceleration as a boundary value is given to its element . ... of added masses distributed over the end element when boundary values are given to the central elements .
... ( which adjoins to the water bottom or free surface ) when unit acceleration as a boundary value is given to its element . ... of added masses distributed over the end element when boundary values are given to the central elements .
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