Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 417
... Risk Analysis ( QRA ) is regarded as an excellent tool to identify the risk in offshore construction projects . This tool is particularly suited to evaluate the potential of different strategies to reduce the risk in the construction ...
... Risk Analysis ( QRA ) is regarded as an excellent tool to identify the risk in offshore construction projects . This tool is particularly suited to evaluate the potential of different strategies to reduce the risk in the construction ...
Page 420
... risk is expressed in a form which suits the decision making process for the project . Risk evaluation concerns the checking of risk against the acceptance criteria . Risks outside acceptable region will be reduced . Identification of Risk ...
... risk is expressed in a form which suits the decision making process for the project . Risk evaluation concerns the checking of risk against the acceptance criteria . Risks outside acceptable region will be reduced . Identification of Risk ...
Page 5
... risk acceptance cri- teria for the following dimensions of risk : Table 2 Risk Acceptance criteria for traffic disruption - Link disruption Maximum acceptable frequency per 100 years ( construction life of Link ) of disruptions lasting ...
... risk acceptance cri- teria for the following dimensions of risk : Table 2 Risk Acceptance criteria for traffic disruption - Link disruption Maximum acceptable frequency per 100 years ( construction life of Link ) of disruptions lasting ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind