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 73
11 and 12 use Newman and SRI approximation , respectively , in evaluating drift
forces . h ( T ) and h , ( T ) are the impulse response function of the 1st and the
2nd order wave force , respectively . They are derived from Fourier transforms of
...
11 and 12 use Newman and SRI approximation , respectively , in evaluating drift
forces . h ( T ) and h , ( T ) are the impulse response function of the 1st and the
2nd order wave force , respectively . They are derived from Fourier transforms of
...
Page 277
described by the shape and value of the circular semivariogram function , which
has the following form : nxo , h ) = ( 1 / 2n ) 22 % - 0 ( DN ( Xo + r ) - MH ( Xo ) ) ,
where : 7xo , b ) is the semivariogram function at pixel location Xo and radial lag
...
described by the shape and value of the circular semivariogram function , which
has the following form : nxo , h ) = ( 1 / 2n ) 22 % - 0 ( DN ( Xo + r ) - MH ( Xo ) ) ,
where : 7xo , b ) is the semivariogram function at pixel location Xo and radial lag
...
Page 349
These functions are defined as follows : tem = exp ( alph7 . ... to the low oxyecoia
saturation , rrs7 is the relative resting aspiration , a7c is the response function to
water temperature , t7c the parameter of z7c for the standard metabolism .
These functions are defined as follows : tem = exp ( alph7 . ... to the low oxyecoia
saturation , rrs7 is the relative resting aspiration , a7c is the response function to
water temperature , t7c the parameter of z7c for the standard metabolism .
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
30 other sections not shown
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amplitude analysis angle applied assumed basin beach bending body bottom breakwater bridge calculated changes characteristics coefficient compared components concept Conference considered construction deformation depth developed direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder hindcast horizontal hydrodynamic hydroelastic International Japan layer length linear load marine mass mean measured Mega-Float method mode modules mooring motion numerical observed obtained ocean offshore operation performance plate predicted present pressure problem Proceedings reduce region regular waves Research respectively response rigid ship shoreline shown shows side significant simulation spectrum storm submerged plate surface Table turbine University vertical displacements 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 |