Transcription of DNVGL-CG-0130 Wave loads
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PW hydrodynamic pressure kN/m 2 PWL-i hydrodynamic pressure at water line at probability level 10-i where i is 2 or 8 kN/m 2 r nodal displacement vector (FE model) m r' displacement vector (hydrodynamic model) for panel centres m r55 radius of gyration in pitch m r66 radius of gyration in yaw m S wave steepness of wave event -
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