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 124
... expressed as X1 = x2 ( ° ) + εX + εX ) ( 2 ) ( 4.a ) and the eigenvectors and eigenvalue matrix are expressed as Φ = • ̧ + ε1 + ... M = M ω + εω , + ... Let the displacement vector of the system X expressed as X = 0,4,0 • be ( 4.b ) ...
... expressed as X1 = x2 ( ° ) + εX + εX ) ( 2 ) ( 4.a ) and the eigenvectors and eigenvalue matrix are expressed as Φ = • ̧ + ε1 + ... M = M ω + εω , + ... Let the displacement vector of the system X expressed as X = 0,4,0 • be ( 4.b ) ...
Page 281
... expressed in terms of an equivalent polynomial that contains terms up to quadratic or cubic depending on the type of nonlinearity . The response statistics and its cumulants are based on Volterra theory . A direct integration scheme is ...
... expressed in terms of an equivalent polynomial that contains terms up to quadratic or cubic depending on the type of nonlinearity . The response statistics and its cumulants are based on Volterra theory . A direct integration scheme is ...
Page 273
... expressed as NS = C ( 10 ) where m and C are parameters that depend on the material quality and the character of the loading . In this study they are considered as given constants . The expected accumulated fatigue damage for a given ...
... expressed as NS = C ( 10 ) where m and C are parameters that depend on the material quality and the character of the loading . In this study they are considered as given constants . The expected accumulated fatigue damage for a given ...
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