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 92
Page 154
By transforming the above equation into the frequency domain, the Fourier transform of the wave force F(u) can be expressed as: F(u) - H(1)(u)A(w) H(2)(/i,w- ...
By transforming the above equation into the frequency domain, the Fourier transform of the wave force F(u) can be expressed as: F(u) - H(1)(u)A(w) H(2)(/i,w- ...
Page 157
equivalent of the mean drift operator ( MDO ) line of the force QTFs . and well below the frequency range of the waves . For this reason , we are justified in considering only the low frequency forces in the response simulations . a The ...
equivalent of the mean drift operator ( MDO ) line of the force QTFs . and well below the frequency range of the waves . For this reason , we are justified in considering only the low frequency forces in the response simulations . a The ...
Page 301
1991 OMAE – Volume 1 - A , Uffshore Technology ASME – 1991 ABSTRACT a , B coaxa υ Constants Surface elevation profile Inclination to vertical " Effective " transverse water particle velocity Wave number Density of water Frequency ...
1991 OMAE – Volume 1 - A , Uffshore Technology ASME – 1991 ABSTRACT a , B coaxa υ Constants Surface elevation profile Inclination to vertical " Effective " transverse water particle velocity Wave number Density of water Frequency ...
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