Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 334
... behaviour . The report ( Lieng , 1984 ) showed compared to a very conservative behaviour design calculations . Statfjord A - ALP ( an articulated loading platform ) was instrumented for full scale measurements of platform behaviour in ...
... behaviour . The report ( Lieng , 1984 ) showed compared to a very conservative behaviour design calculations . Statfjord A - ALP ( an articulated loading platform ) was instrumented for full scale measurements of platform behaviour in ...
Page 580
... Behaviour of Joint We will differentiate , in agreement with literature and the terminology adopted by AISC ( Australian Institute of Steel Construction ) , between a connection and a joint . The connection comprises the detailing of an ...
... Behaviour of Joint We will differentiate , in agreement with literature and the terminology adopted by AISC ( Australian Institute of Steel Construction ) , between a connection and a joint . The connection comprises the detailing of an ...
Page 597
... behaviour . Therefore , any observed variation in the behaviour is genuinely due to the flexibility of the joint , not due to the change in the level of applied dynamic load . EFFECT OF LINEAR AND NONLINEAR JOINT BEHAVIOUR ON LOAD ...
... behaviour . Therefore , any observed variation in the behaviour is genuinely due to the flexibility of the joint , not due to the change in the level of applied dynamic load . EFFECT OF LINEAR AND NONLINEAR JOINT BEHAVIOUR ON LOAD ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
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acceleration accelerometers added mass amplitude axial behaviour bending stiffness cable calculated Campos Basin catenary coefficient components coordinate curvature curves cylinder damping ratio deck deformation developed diameter displacement drag drag coefficient dynamic analysis dynamic response effect Ekofisk elastic Engineering equation finite element finite element method flexible pipe flexible riser fluid free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lifeboat lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures Offshore Technology ASME OMAE operation oscillation parameters phase pile platform pressure ratio rotation seabed shear shown in Figure skin friction soil solution SPUS static analysis stiffness matrix submarine subsea support point tension tether torque transverse values vector velocity vertical vessel vibration Volume I-B water depth