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 64
Page 24
3 Several reports investigate the performance of Wells Turbine , according to
these results the Wells Turbine has inherent disadvantages : lower efficiency and
poor starting characteristics [ 2 ] . To date , some novel versions have been tried
to ...
3 Several reports investigate the performance of Wells Turbine , according to
these results the Wells Turbine has inherent disadvantages : lower efficiency and
poor starting characteristics [ 2 ] . To date , some novel versions have been tried
to ...
Page 69
5 Dolphin reaction force characteristics 2 . 3 Design of mooring system and
mooring reaction force characteristics After determining the size and shape of the
floating unit , we selected the mooring system . The rubber fenders (
constantreaction ...
5 Dolphin reaction force characteristics 2 . 3 Design of mooring system and
mooring reaction force characteristics After determining the size and shape of the
floating unit , we selected the mooring system . The rubber fenders (
constantreaction ...
Page 261
MODEL BASIN TEST In order to investigate the characteristics of dynamic elastic
response of the floating swing bridge , as well as the validity of the analysis
method , a model basin test in waves was carried out ( 11 ] . The model basin test
...
MODEL BASIN TEST In order to investigate the characteristics of dynamic elastic
response of the floating swing bridge , as well as the validity of the analysis
method , a model basin test in waves was carried out ( 11 ] . The model basin test
...
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