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 117
This structure is formalized in terms of layers and the respective interfaces . We consider a three - level control architecture . Regulation Layer— the automated vehicles . The dynamical models of the vehicles are given in terms of ...
This structure is formalized in terms of layers and the respective interfaces . We consider a three - level control architecture . Regulation Layer— the automated vehicles . The dynamical models of the vehicles are given in terms of ...
Page 212
The benthic environment is divided into the aerobic and anaerobic layer , where oxidation of organisms and reduction of sulfide occurs mainly , respectively . However , predator of macrobenthos is not computed explicitly , whereas its ...
The benthic environment is divided into the aerobic and anaerobic layer , where oxidation of organisms and reduction of sulfide occurs mainly , respectively . However , predator of macrobenthos is not computed explicitly , whereas its ...
Page 222
The reason of these reductions is that the animals and sedimentary organic matter B - zone 200 : simulation on surface layer : measurement on surface layer : simulation on bottom layer : measurement on bottom layer 15 : O 10h WIN no are ...
The reason of these reductions is that the animals and sedimentary organic matter B - zone 200 : simulation on surface layer : measurement on surface layer : simulation on bottom layer : measurement on bottom layer 15 : O 10h WIN no are ...
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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