Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 641
... WIND TURBINES EXPOSED TO WIND AND WAVE LOADS WITHIN THE TYPHOON AREA Atsushi YAMASHITA Civil Engineering & Marine Construction Division , NIPPON STEEL CORPORATION , Tokyo , Japan Kinji SEKITA School of ... Wind Turbines Exposed to Wind.
... WIND TURBINES EXPOSED TO WIND AND WAVE LOADS WITHIN THE TYPHOON AREA Atsushi YAMASHITA Civil Engineering & Marine Construction Division , NIPPON STEEL CORPORATION , Tokyo , Japan Kinji SEKITA School of ... Wind Turbines Exposed to Wind.
Page 642
... wind ever recorded . For this reason , this record is used to simulate the stress response and fatigue damage for comparing the difference of response by wave only , wind only and combined wave plus wind at the same time are used for ...
... wind ever recorded . For this reason , this record is used to simulate the stress response and fatigue damage for comparing the difference of response by wave only , wind only and combined wave plus wind at the same time are used for ...
Page 646
... ( Wind ) + ( Wave ) 100 ( Wind - Wave ) 50 0 Wave 1.0E + 05 1.0E + 06 1.0E + 07 1.0E + 08 1.0E + 09 1.0E + 10 Numbers Fig . 12 Relation of Stress Range and Numbers ( Element 1 ) for Wind Response + Wave Response at 0:00 24th Stress Range ...
... ( Wind ) + ( Wave ) 100 ( Wind - Wave ) 50 0 Wave 1.0E + 05 1.0E + 06 1.0E + 07 1.0E + 08 1.0E + 09 1.0E + 10 Numbers Fig . 12 Relation of Stress Range and Numbers ( Element 1 ) for Wind Response + Wave Response at 0:00 24th Stress Range ...
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Common terms and phrases
added mass amplitude analysis angle annulus ASME barge boundary conditions boundary element method British Columbia cable calculated CALM buoy Cantarell field catenary coefficient components computed Conference on Offshore configuration Copyright crane vessel cylinder damping deck developed diameter diffraction direction displacement dynamic effect element equation factor fairlead fatigue damage floating FPSO free surface function heave horizontal hull hydrodynamic iceberg installation interaction jacket joint length limit cycle linear marine maximum Mechanics and Arctic method model tests mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures operation parameters particle Petrobras pile pipe pitch platform potential pressure regular waves response second order semi-submersible shear shear strength ship shown in Figure Spar spectrum Statoil stress surge Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle