Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 109
... pile group divided by the settlement of the single pile under the corresponding average load, has a dominant effect on the foundation behavior and should be considered in a realistic manner. Therefore, three dimensional analyses may be ...
... pile group divided by the settlement of the single pile under the corresponding average load, has a dominant effect on the foundation behavior and should be considered in a realistic manner. Therefore, three dimensional analyses may be ...
Page 266
... piles and pile testing have been introduced by Zhang et al . ( 2006 ) and Zhang and Wang ( 2007 ) . 2.2 Field measured residual forces at the end of pile driving Each test pile was instrumented with strain gauges . Readings were taken ...
... piles and pile testing have been introduced by Zhang et al . ( 2006 ) and Zhang and Wang ( 2007 ) . 2.2 Field measured residual forces at the end of pile driving Each test pile was instrumented with strain gauges . Readings were taken ...
Page 351
... pile cap is this distance plus the 3 inch minimum pile embedment and the 3 inch clear cover above the bottom mat of reinforcement for a total of 15 inches [ 381 ... piles. In seismically active areas, pile caps must. 12.3 Pile Cap Design 351.
... pile cap is this distance plus the 3 inch minimum pile embedment and the 3 inch clear cover above the bottom mat of reinforcement for a total of 15 inches [ 381 ... piles. In seismically active areas, pile caps must. 12.3 Pile Cap Design 351.
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine