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 142
In addition , since the SBU is assumed to be rigid , all the nodes of the structure are tied to the CG of the structure using rigid mass - less beams ( this is accomplished in ABACUS by the use of BEAM MPCs ) .
In addition , since the SBU is assumed to be rigid , all the nodes of the structure are tied to the CG of the structure using rigid mass - less beams ( this is accomplished in ABACUS by the use of BEAM MPCs ) .
Page 143
Heading ( degrees ) Figure 18 Results for Rigid SBU Pitch Motion ( Beam ) Comparison of Results The beam model of the rigid SBU was analyzed at Sea State 4 ( SS4 ) at wave headings of 0 , 45 , 75 and 90 degrees .
Heading ( degrees ) Figure 18 Results for Rigid SBU Pitch Motion ( Beam ) Comparison of Results The beam model of the rigid SBU was analyzed at Sea State 4 ( SS4 ) at wave headings of 0 , 45 , 75 and 90 degrees .
Page 163
It should be noted that the first 6 modes are rigid body surge , sway , heave , roll , pitch and yaw , and the deformational modes are modes 7 and above . The formulation of all quantities in Eq . ( 1 ) is fairly wellknown , except ...
It should be noted that the first 6 modes are rigid body surge , sway , heave , roll , pitch and yaw , and the deformational modes are modes 7 and above . The formulation of all quantities in Eq . ( 1 ) is fairly wellknown , except ...
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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
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 |