Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 2American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 67
... METHOD A. Naess and P.H. Clausen Department of Structural Engineering Norwegian University of Science and Technology N - 7034 Trondheim , Norway 50yr 46 44 42 40 ᅡ Return period values Ferder. OMAE99 / S & R - 6422 ABSTRACT The focus of ...
... METHOD A. Naess and P.H. Clausen Department of Structural Engineering Norwegian University of Science and Technology N - 7034 Trondheim , Norway 50yr 46 44 42 40 ᅡ Return period values Ferder. OMAE99 / S & R - 6422 ABSTRACT The focus of ...
Page 302
... method is suitable for designing marine structures . The method implicitly considers the actual correlation among short- and long - term environmental load effect processes . The method is aimed for special analyses , which require more ...
... method is suitable for designing marine structures . The method implicitly considers the actual correlation among short- and long - term environmental load effect processes . The method is aimed for special analyses , which require more ...
Page 303
... METHOD FOR RESPONSE AND STRENGTH OF AGED JACKET STRUCTURES UNDER EXTREME WAVE LOADS Hiroo OKADA , Kohji MASAOKA , Yoshisada MUROTSU , Yoshiho IKEDA Osaka Prefecture University , Sakai , Osaka 599-8531 , Japan Iberahin JUSOH Formerly ...
... METHOD FOR RESPONSE AND STRENGTH OF AGED JACKET STRUCTURES UNDER EXTREME WAVE LOADS Hiroo OKADA , Kohji MASAOKA , Yoshisada MUROTSU , Yoshiho IKEDA Osaka Prefecture University , Sakai , Osaka 599-8531 , Japan Iberahin JUSOH Formerly ...
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Common terms and phrases
API RP applied ASME assessment axial Bay of Campeche bending bending moment brace calculated capacity cathodic protection chloride components Conference On Offshore considered Copyright correlation corrosion corrosion rate crack crest damage defined Det Norske Veritas detection developed element environmental equation estimated evaluated event extreme value extreme value distribution extreme wave factors failure modes failure probability failure rates fatigue Figure fractile Gumbel distribution hull initial inspection installation interaction joint linear load effect marine fouling mean value Mechanics and Arctic method Nakhodka nonlinear normal Offshore Mechanics offshore structures operating OREDA parameters PEMEX performed pipeline platform predicted probabilistic probability of failure procedure QA/QC random random variables ratio response riser risk safety scatter diagram scenarios sea-states ship simulation SINTEF spectral statistical strength stress surface Table tendon uncertainty variables wave groups wave height wavenumber Weibull distribution weld wellhead