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 165
The relatively large values at 1.29 sec and 79o are a result of horizontal bending . The relative rotations between the ends of connector 1 are shown in Figs . 15 - 17. The large relative y - rotation at 3.1 sec is a result of the large ...
The relatively large values at 1.29 sec and 79o are a result of horizontal bending . The relative rotations between the ends of connector 1 are shown in Figs . 15 - 17. The large relative y - rotation at 3.1 sec is a result of the large ...
Page 166
Rather , it is a result of horizontal bending which occurs because of the spatial distribution of the wave forces at that wave period and angle . RAOs for the vertical shear force in the connectors have peaks at wave periods between 1.5 ...
Rather , it is a result of horizontal bending which occurs because of the spatial distribution of the wave forces at that wave period and angle . RAOs for the vertical shear force in the connectors have peaks at wave periods between 1.5 ...
Page 265
The influence of sway motion to the dynamic deformation of bridge girder in horizontal bending and torsion is remarkable . Comparing the calculated result and measured one , it can be said that fairly good agreement is obtained on the ...
The influence of sway motion to the dynamic deformation of bridge girder in horizontal bending and torsion is remarkable . Comparing the calculated result and measured one , it can be said that fairly good agreement is obtained on the ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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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