Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 84
Page 218
Water quality , seaweed distribution pattern , sessile animals distribution pattern and sludge thickness are mainly measured once every month . In addition to these items , soil quality and biomass of some organisms , such as seaweed ...
Water quality , seaweed distribution pattern , sessile animals distribution pattern and sludge thickness are mainly measured once every month . In addition to these items , soil quality and biomass of some organisms , such as seaweed ...
Page 252
3 WAVE ENVELOPE AND HILBERT TRANSFORM The wave envelope concept which was originated from telecommunication has been applied in studying ocean wave groups ( Nolte & Hsu ( 1972 ) and Ewing ( 1973 ) ) and the distribution of wave ...
3 WAVE ENVELOPE AND HILBERT TRANSFORM The wave envelope concept which was originated from telecommunication has been applied in studying ocean wave groups ( Nolte & Hsu ( 1972 ) and Ewing ( 1973 ) ) and the distribution of wave ...
Page 253
This re - ordered sequence is then the envelope with the target envelope spectrum and desired probability distribution . We denote it as a ( i ) , ( i = 1.N ) . A ( l ) = 25 ( 1 ) . Af 1 2S ) +1 ( 14 ) N 1 = 1 , 2 N 1 + 2 , N 2 A ( l ) ...
This re - ordered sequence is then the envelope with the target envelope spectrum and desired probability distribution . We denote it as a ( i ) , ( i = 1.N ) . A ( l ) = 25 ( 1 ) . Af 1 2S ) +1 ( 14 ) N 1 = 1 , 2 N 1 + 2 , N 2 A ( l ) ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind