Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 566
... yield region was observed to be dependent on the pipe's bending curvature . With increasing transverse force at the bottom of the pipe , the yield region propagates downwards along the pipe . This phenomenon is primarily explained by ...
... yield region was observed to be dependent on the pipe's bending curvature . With increasing transverse force at the bottom of the pipe , the yield region propagates downwards along the pipe . This phenomenon is primarily explained by ...
Page 174
... yield hinge . In contrast to most other formulations , " buckling " is no failure event as such , but results from the formation of a sufficient number of yield hinges in a member . The post - collapse behaviour for a given element is ...
... yield hinge . In contrast to most other formulations , " buckling " is no failure event as such , but results from the formation of a sufficient number of yield hinges in a member . The post - collapse behaviour for a given element is ...
Page 175
... yield a lower bound on the system probability of failure , due to some failure modes being left out . If the linearization points for structural load / load - effect relations needed for com- potation of each are located too far away ...
... yield a lower bound on the system probability of failure , due to some failure modes being left out . If the linearization points for structural load / load - effect relations needed for com- potation of each are located too far away ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile