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 59
Page 103
THE SIMULATION ARCHITECTURE Main Components The main components of
the MOB simulation architecture are a ) the system simulator ( dynamical system ,
actuators , sensors , communications and control systems ) , b ) the visual ...
THE SIMULATION ARCHITECTURE Main Components The main components of
the MOB simulation architecture are a ) the system simulator ( dynamical system ,
actuators , sensors , communications and control systems ) , b ) the visual ...
Page 128
Over 40 facilities were considered as possible candidates to construct MOB
components . Component construction at a particular location was based on :
number of building positions , crane capacity , channel restrictions , location ,
labor ...
Over 40 facilities were considered as possible candidates to construct MOB
components . Component construction at a particular location was based on :
number of building positions , crane capacity , channel restrictions , location ,
labor ...
Page 132
Any proposed scenario of MOB construction involves several facilities
concurrently producing blocks or components for final erection and assembly at a
single location . This process requires a management structure in place to
maximize ...
Any proposed scenario of MOB construction involves several facilities
concurrently producing blocks or components for final erection and assembly at a
single location . This process requires a management structure in place to
maximize ...
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