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 68
... obtained by the following integral over the free surface i . e . ~ i 1 ois = + [ a ] " fi ( r , 0 ) G ( ri , 0ยก , z ... obtained once the outer solution is determined . The hydrodynamic pressure at a field point near cylinder j can be ...
... obtained by the following integral over the free surface i . e . ~ i 1 ois = + [ a ] " fi ( r , 0 ) G ( ri , 0ยก , z ... obtained once the outer solution is determined . The hydrodynamic pressure at a field point near cylinder j can be ...
Page 472
... obtained from the solution of the member under unit support displacements . Having denoted the total member ... obtained to be , [ k ' ] = [ k ] [ T ] .... ( 7 ) By using the same analogy the consistent load vector of a partly connected ...
... obtained from the solution of the member under unit support displacements . Having denoted the total member ... obtained to be , [ k ' ] = [ k ] [ T ] .... ( 7 ) By using the same analogy the consistent load vector of a partly connected ...
Page 317
... obtain the initial defect distribution is given in detail in Ref . [ 15 ] and will only be summarized here . The initial defect distribution is calculated from stress - life data obtained from full - scale tubular joint tests . The ...
... obtain the initial defect distribution is given in detail in Ref . [ 15 ] and will only be summarized here . The initial defect distribution is calculated from stress - life data obtained from full - scale tubular joint tests . The ...
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