Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 623
... pile is used for guiding the pile at the beginning of penetration in the soil to guarantee a good verticality ( Fig . 7a ) . The pile is reinforced by an internal cruciform placed at the padeye level , as shown in Fig . 7b . The models ...
... pile is used for guiding the pile at the beginning of penetration in the soil to guarantee a good verticality ( Fig . 7a ) . The pile is reinforced by an internal cruciform placed at the padeye level , as shown in Fig . 7b . The models ...
Page 658
... Pile Driving and Installations This operation includes pile transportation , lifting , upending of piles , hammering , and joining pile segments as driving progresses . The associated analyses will only be identified here , and the ...
... Pile Driving and Installations This operation includes pile transportation , lifting , upending of piles , hammering , and joining pile segments as driving progresses . The associated analyses will only be identified here , and the ...
Page 836
... Piles are welded to jacket by 8 pieces of plate oriented resembling a " Crown " along the circumference of the pile as shown in Figure 4. The number of pile segments and characteristics are presented in Table 4 . The fewer number of pile ...
... Piles are welded to jacket by 8 pieces of plate oriented resembling a " Crown " along the circumference of the pile as shown in Figure 4. The number of pile segments and characteristics are presented in Table 4 . The fewer number of pile ...
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Common terms and phrases
added mass amplitude analysis angle annulus ASME barge boundary conditions boundary element method British Columbia cable calculated CALM buoy Cantarell field catenary coefficient components computed Conference on Offshore configuration Copyright crane vessel cylinder damping deck developed diameter diffraction direction displacement dynamic effect element equation factor fairlead fatigue damage floating FPSO free surface function heave horizontal hull hydrodynamic iceberg installation interaction jacket joint length limit cycle linear marine maximum Mechanics and Arctic method model tests mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures operation parameters particle Petrobras pile pipe pitch platform potential pressure regular waves response second order semi-submersible shear shear strength ship shown in Figure Spar spectrum Statoil stress surge Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle