Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 67
... Risk in Temporary Phases of a Project . Risk Reducing Measures . Application of the Acceptance Criteria . Recommendation for Further Work . References Tables Figures The Norwegian Petroleum Directorate state in their Risk Analysis ...
... Risk in Temporary Phases of a Project . Risk Reducing Measures . Application of the Acceptance Criteria . Recommendation for Further Work . References Tables Figures The Norwegian Petroleum Directorate state in their Risk Analysis ...
Page 71
... risk reducing measures within the ALARP region is normally based on cost - benefit evaluations . SUGGESTED ACCEPTANCE CRITERIA FOR RISK IN TEMPORARY PHASES OF A PROJECT . Basis For Defining Acceptance Criteria . The basis for defining ...
... risk reducing measures within the ALARP region is normally based on cost - benefit evaluations . SUGGESTED ACCEPTANCE CRITERIA FOR RISK IN TEMPORARY PHASES OF A PROJECT . Basis For Defining Acceptance Criteria . The basis for defining ...
Page 73
... risk level should be . Ref . Figure 2 . 1 . 2 . 3 . 4 . The risk aversion philosophy could e.g .. be : The risk of partly loss of a project is not negligible if the statistically expected loss is larger than 5 millions NOK . Negligible risk ...
... risk level should be . Ref . Figure 2 . 1 . 2 . 3 . 4 . The risk aversion philosophy could e.g .. be : The risk of partly loss of a project is not negligible if the statistically expected loss is larger than 5 millions NOK . Negligible risk ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
An Analytical Model for Barge Collisions With Rigid Structures | 29 |
Copyright | |
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Common terms and phrases
acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin coefficients collision compliant tower components compression computed configuration crack crane vessel curve cycles cyclic cylinder damping damping ratio diameter displacement drilling dynamic effects element equation fatigue function global heave horizontal hydrodynamic installation ISSC TLP joint lift forces linear load kN maximum measured mesh method model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger OMAE operation oscillation parameters platform predicted Quickwave ratio regular waves response riser risk shear simulation specimen spectrum SSCV Statoil steel stiffener stiffness strain stress surface surge tanker tension tension leg platforms transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave loading wave period weld toe wellhead wind windspeed