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 a beam model , all the wetted components of the structure are modeled using beam elements . 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 ...
In a beam model , all the wetted components of the structure are modeled using beam elements . 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 ...
Page 143
beam user - elements for correct application of the diffraction and radiation forces in the ABAQUS model . Comparisons for motions in other directions were equally good . The wetted surfaces associated with two of the beam userelements ...
beam user - elements for correct application of the diffraction and radiation forces in the ABAQUS model . Comparisons for motions in other directions were equally good . The wetted surfaces associated with two of the beam userelements ...
Page 176
VHC uses a beam model , including biaxial bending , axial deformation , and torsional deformation . The fundamental differential equations for a uniform “ beam ' with longitudinal axis žy and two transverse axes # 2 and iz , which are ...
VHC uses a beam model , including biaxial bending , axial deformation , and torsional deformation . The fundamental differential equations for a uniform “ beam ' with longitudinal axis žy and two transverse axes # 2 and iz , which 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
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 |