Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 85
Page 145
The SBUs are assumed to be connected using hinge connections - i . e . , only
relative motion in the pitch direction is allowed . The hinge connector forces are
calculated and compared with the results obtained directly from HIPAN . Force (
Nt ) ...
The SBUs are assumed to be connected using hinge connections - i . e . , only
relative motion in the pitch direction is allowed . The hinge connector forces are
calculated and compared with the results obtained directly from HIPAN . Force (
Nt ) ...
Page 260
the direct method can be applied and the response can be obtained fairly easily .
That is , if frequency w is used to express nodal displacement and wave exciting
force as equations ( 2 ) and ( 3 ) respectively , equation of motion ( 1 ) is ...
the direct method can be applied and the response can be obtained fairly easily .
That is , if frequency w is used to express nodal displacement and wave exciting
force as equations ( 2 ) and ( 3 ) respectively , equation of motion ( 1 ) is ...
Page 262
Comparing the measured results and calculated ones , fairly good agreement
was obtained between them . It was thus confirmed that the analysis of vibration
evaluated the influence of structural elasticity properly . Wave period T ( sec )
Wave ...
Comparing the measured results and calculated ones , fairly good agreement
was obtained between them . It was thus confirmed that the analysis of vibration
evaluated the influence of structural elasticity properly . Wave period T ( sec )
Wave ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
30 other sections not shown
Other editions - View all
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 |