Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 156
For y = l and a = 0.0081 the spectrum reduces identically to that of Pierson and Moskowitz which describes a fully developed sea state , i.e. one which has evolved over infinite time and space . For f = fo , the expression E = yexpl .
For y = l and a = 0.0081 the spectrum reduces identically to that of Pierson and Moskowitz which describes a fully developed sea state , i.e. one which has evolved over infinite time and space . For f = fo , the expression E = yexpl .
Page 252
In the SIWEH method , wave elevation is simulated with the wave spectrum and the SIWEH as two targets . The grouping height feature is modeled by using a ' group factor ' , GF , defined as the ratio of the square root of the zeroth ...
In the SIWEH method , wave elevation is simulated with the wave spectrum and the SIWEH as two targets . The grouping height feature is modeled by using a ' group factor ' , GF , defined as the ratio of the square root of the zeroth ...
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 ) ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835383, 9780791835388 |
| Export Citation | BiBTeX EndNote RefMan |