1-5 of 5
Keywords: piles
Close
Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Proceedings Papers

Proc. ASME. OMAE2013, Volume 2B: Structures, Safety and Reliability, V02BT02A003, June 9–14, 2013
Paper No: OMAE2013-10850
... Grouted connections Piles Jackets Ultimate capacity Dynamic loading Fatigue Capacity The design of the grouted connections in jacket structures has until recently been based on a control of capacity with respect to axial force in the pile while the effect of the bending moment has...
Proceedings Papers

Proc. ASME. OMAE2008, Volume 5: Materials Technology; CFD and VIV, 145-157, June 15–20, 2008
Paper No: OMAE2008-57250
... Fatigue S-N data piles pile driving shakedown stress concentration factors Design S-N curves in design codes are based on fatigue test data where the stress cycle is under external tension load. It is observed that during pile driving most of the stress cycle is compressive and the...
Proceedings Papers

Proc. ASME. OMAE2008, Volume 5: Materials Technology; CFD and VIV, 159-167, June 15–20, 2008
Paper No: OMAE2008-57251
... Fatigue S-N data pile driving piles fabrication tolerances stress concentration factors Design Fatigue Factors Calculated probabilities of fatigue failure depend on the analysis procedure used for design. Calculated probabilities of a fatigue failure also depend on long term stress...
Topics: Design, Fatigue
Proceedings Papers

Proc. ASME. OMAE2004, 23rd International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts A and B, 9-16, June 20–25, 2004
Paper No: OMAE2004-51006
... 05 01 2009 Pile supported offshore platforms in seismically active areas should be designed to survive severe earthquake excitations with no global structural failure. It is often required to perform nonlinear seismic analysis of offshore platforms that accounts for soil nonlinearity...
Proceedings Papers

Proc. ASME. OMAE2005, 24th International Conference on Offshore Mechanics and Arctic Engineering: Volume 1, Parts A and B, 681-688, June 12–17, 2005
Paper No: OMAE2005-67344
... offshore piles seismic BNWF ground motions equivalent-linear nonlinear Nonlinear response of piles is the most important source of potentially nonlinear behavior of pile-supported offshore platforms due to earthquake excitations. Earthquake design of offshore platforms is one of the...