Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 64
Page 174
... failure in safety assessment for fatique of structures . In classical fatique reliability assessment , a crisp fatique failure definition is commonly used . The structure is thought to be in a state of survival when the fatique life T ...
... failure in safety assessment for fatique of structures . In classical fatique reliability assessment , a crisp fatique failure definition is commonly used . The structure is thought to be in a state of survival when the fatique life T ...
Page 206
... failure path obtained for the wave direction 0 ° is indicated in Fig . 3. Each branch cor- responds to the failure of a structural or foundation component according to one of the failure modes as defined previously . Hence the component ...
... failure path obtained for the wave direction 0 ° is indicated in Fig . 3. Each branch cor- responds to the failure of a structural or foundation component according to one of the failure modes as defined previously . Hence the component ...
Page 386
... failure - tree enumeration to identify stochastically dominant failure paths of large structures . The procedure is independent of the method used for reliability evaluation of individual failure sequences ( which is not at all trivial ...
... failure - tree enumeration to identify stochastically dominant failure paths of large structures . The procedure is independent of the method used for reliability evaluation of individual failure sequences ( which is not at all trivial ...
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 | |
21 other sections not shown
Other editions - View all
Common terms and phrases
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