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 404
... connected to the jacket legs with tubular braces . Based on a finite element analysis [ 1. ] of similar skirt pile sleeve connections , the pile sleeve connection was modelled in the global analysis with offsets from centre of pile ...
... connected to the jacket legs with tubular braces . Based on a finite element analysis [ 1. ] of similar skirt pile sleeve connections , the pile sleeve connection was modelled in the global analysis with offsets from centre of pile ...
Page 485
... connection between the two bodies becomes stronger . Such strong connection will counteract the sheltering effect from the upwave body and make the lee side body have larger response . When k is big enough , e.g. greater than 108 kN / m ...
... connection between the two bodies becomes stronger . Such strong connection will counteract the sheltering effect from the upwave body and make the lee side body have larger response . When k is big enough , e.g. greater than 108 kN / m ...
Page 580
... connection and a joint . The connection comprises the detailing of an assembly connecting typically a beam and column . A joint includes some parts of a beam and column in addition to the connection . It is the joint which is the ...
... connection and a joint . The connection comprises the detailing of an assembly connecting typically a beam and column . A joint includes some parts of a beam and column in addition to the connection . It is the joint which is the ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
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acceleration accelerometers added mass amplitude axial beam behaviour bending stiffness cable calculated Campos Basin catenary coefficient compliant tower components 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 fluid force free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures OMAE operation oscillation parameters phase pile platform pressure rotation seabed semi-rigid 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