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 69
The displacement - reaction force characteristics of a rubber fender include a relatively high spring constant at a small displacement , a constant reaction force at a large displacement , and the hysteresis loop having a lower reaction ...
The displacement - reaction force characteristics of a rubber fender include a relatively high spring constant at a small displacement , a constant reaction force at a large displacement , and the hysteresis loop having a lower reaction ...
Page 294
The maximum absolute vertical displacements at t = 30 sec . and t = 32.5 sec . are less than that at t = 25 sec . ... ཡོད ། -600.00 -400.00 -200.00 200.00 400.00 600.00 Vertical displacement ( m ) 0.00 x ( m ) 4.00E - 4 Figure 8.
The maximum absolute vertical displacements at t = 30 sec . and t = 32.5 sec . are less than that at t = 25 sec . ... ཡོད ། -600.00 -400.00 -200.00 200.00 400.00 600.00 Vertical displacement ( m ) 0.00 x ( m ) 4.00E - 4 Figure 8.
Page 295
0.50 - 0.50 - Vertical displacement ( m ) 0.00 हि Vertical displacement ( m ) 0.00 Ss 20 sec 0 sec -0.50 26 sec te6 sec . -0.50 00 C 10 sec . ... The vertical displacements of the runway during landing in regular waves ( 20–32.5 sec . ) ...
0.50 - 0.50 - Vertical displacement ( m ) 0.00 हि Vertical displacement ( m ) 0.00 Ss 20 sec 0 sec -0.50 26 sec te6 sec . -0.50 00 C 10 sec . ... The vertical displacements of the runway during landing in regular waves ( 20–32.5 sec . ) ...
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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 |