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 32
mutflop avemaker Pove rection “小 THE NUMERICAL MODELLING The software suite includes a linear frequency - domain and non - linear time - domain computer codes for the body dynamics and non - linear time - domain code for the mooring .
mutflop avemaker Pove rection “小 THE NUMERICAL MODELLING The software suite includes a linear frequency - domain and non - linear time - domain computer codes for the body dynamics and non - linear time - domain code for the mooring .
Page 73
They are derived from Fourier transforms of function H , ( W ) such as in the following equation : 1 , we " ( = ) ( 7 ) 21 where H , ( W ) is the frequency response function of the 1st order wave force .
They are derived from Fourier transforms of function H , ( W ) such as in the following equation : 1 , we " ( = ) ( 7 ) 21 where H , ( W ) is the frequency response function of the 1st order wave force .
Page 332
Thin solid line in Figure 6 ( 1 ) shows the power spectrum for wave outside a reef and it has dominant peak at 0.62Hz and also other peak frequencies are the twice and the third times of the dominant peak frequency .
Thin solid line in Figure 6 ( 1 ) shows the power spectrum for wave outside a reef and it has dominant peak at 0.62Hz and also other peak frequencies are the twice and the third times of the dominant peak frequency .
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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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