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DESIGN OF OFFSHORE STRUCTURES
S R Chubb
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acceptance amplitude analysis angle applied approach approximately Axial barge behaviour bottom buckling cable calculated coefficients compared complete components computed configuration considered corresponding crack criteria cycles damping defined depth determined developed direction displacement docking drilling dynamic effects element Engineering equation failure fatigue Figure force frequency function geometry given height horizontal hydrodynamic included increase initial installation jacket joint length lift lift forces limit linear load mass maximum mean measured method mode mooring motion natural nonlinear observed obtained Ocean Offshore operation performed period pile platform position predicted present range ratio reduced region represent response riser risk ship shown shows significant simulation steel stiffness strain stress structure surface Table tanker Technology tension tests tower tube values vertical vessel vibration wave weld wind