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 99
11 ( b ) that the added mass on the heave motion of submerged plate becomes
negative for longer oscillation periods . Negative added mass means a virtual
increase of the static restoring force . Since the hydrostatic restoring force does
not ...
11 ( b ) that the added mass on the heave motion of submerged plate becomes
negative for longer oscillation periods . Negative added mass means a virtual
increase of the static restoring force . Since the hydrostatic restoring force does
not ...
Page 138
The finite element model can be a lumped mass model , a beam model , or a
shell model depending on the required solution details . The difference in the
complexity of these models can be understood by examining the following
models of ...
The finite element model can be a lumped mass model , a beam model , or a
shell model depending on the required solution details . The difference in the
complexity of these models can be understood by examining the following
models of ...
Page 141
Both the lumped mass model and the beam model utilize these values to model
hydrostatic stiffness . The shell model uses the hydrostatic pressure on the wetted
surfaces to model the hydrostatic effect and does not use the HIPAN generated ...
Both the lumped mass model and the beam model utilize these values to model
hydrostatic stiffness . The shell model uses the hydrostatic pressure on the wetted
surfaces to model the hydrostatic effect and does not use the HIPAN generated ...
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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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Common terms and phrases
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 |