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 194
... load if the first pile fails at the same level as the tripod because of its inherent ability to redistribute load until final collapse , which may occur at say twice the design storm . This capacity to redistribute load to less heavily ...
... load if the first pile fails at the same level as the tripod because of its inherent ability to redistribute load until final collapse , which may occur at say twice the design storm . This capacity to redistribute load to less heavily ...
Page 208
λ λ ' max 7 6 Load Factor Global Displacement FIG . 8 - TYPICAL BEHAVIOUR CURVE Load level 3 2 Intact structure 5 Member 5090 removed 1 0.1 0.3 0.5 0.7 0.9 1.1 1.3 Displacement at the top of the jacket ( m ) 1.5 1.7 FIG . 9 - BEHAVIOUR ...
λ λ ' max 7 6 Load Factor Global Displacement FIG . 8 - TYPICAL BEHAVIOUR CURVE Load level 3 2 Intact structure 5 Member 5090 removed 1 0.1 0.3 0.5 0.7 0.9 1.1 1.3 Displacement at the top of the jacket ( m ) 1.5 1.7 FIG . 9 - BEHAVIOUR ...
Page 347
of these effects in the limit state function . Load - Effects Local stress load - effects were calculated due to : ⚫ stillwater loads in upright condition , in the absence of environmental actions , ⚫ mean wind , wave , and current loads ...
of these effects in the limit state function . Load - Effects Local stress load - effects were calculated due to : ⚫ stillwater loads in upright condition , in the absence of environmental actions , ⚫ mean wind , wave , and current loads ...
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