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Proc. ASME. OMAE2019, Volume 7B: Ocean Engineering, V07BT06A006, June 9–14, 2019
Paper No: OMAE2019-95913
...Abstract Abstract This paper describes spatial and seasonal variability of metocean design criteria in the southern South China Sea. Non-stationary extreme value analysis was performed using the CEVA approach (Covariate Extreme Value Analysis,) for a 59-year long SEAFINE hindcast of winds...
Proc. ASME. OMAE2011, Volume 4: Pipeline and Riser Technology, 693-702, June 19–24, 2011
Paper No: OMAE2011-49832
... installed in the S-lay mode. KEYWORDS: Offshore Pipeline, Installation, FEM Global and Local Analysis, Design Criteria, Failure Mode, Limit State. 1 INTRODUCTION Development plans are now considering gas pipeline projects in water depths up to 3000-3500 m. Hence, the offshore industry is called to solve...
Proc. ASME. OMAE2011, Volume 4: Pipeline and Riser Technology, 679-691, June 19–24, 2011
Paper No: OMAE2011-49831
... 3-Dimensional FEM Global and Local Analysis Design Criteria Failure Mode Limit State 1 Copyright © 2011 by ASME Proceedings of OMAE11 30th International Conference on Offshore Mechanics and Arctic Engineering Rotterdam, The Netherlands, June 19-24, 2011 OMAE2011-49831 ADVANCED ANALYSIS...
Proc. ASME. OMAE2011, Volume 2: Structures, Safety and Reliability, 559-570, June 19–24, 2011
Paper No: OMAE2011-49770
...METOCEAN DESIGN CRITERIA FOR PIPELINE ON-BOTTOM STABILITY Richard Gibson BP Exploration Chertsey Road Sunbury on Thames TW16 7LN UK firstname.lastname@example.org ABSTRACT This paper is concerned with a response based method for determining metocean design criteria for offshore pipelines. The method...
Proc. ASME. OMAE2010, 29th International Conference on Ocean, Offshore and Arctic Engineering: Volume 2, 245-250, June 6–11, 2010
Paper No: OMAE2010-20247
... periods. This will make the investment of ocean platform lower. design criteria wave height wind speed joint return periods project life 1 Copyright © 2010 by ASME Proceedings of the 29th International Conference on Ocean, Offshore and Arctic Engineering OMAE2010 June 6-11, 2010, Shanghai...
Proc. ASME. OMAE2003, Volume 2: Safety and Reliability; Pipeline Technology, 255-264, June 8–13, 2003
Paper No: OMAE2003-37275
... 09 01 2009 This paper explores two alternative design philosophies for achieving target safety levels in fixed offshore structures. The first uses a Working Stress Design format, and examines the relationship between the return period of the metocean design criteria and the configured...
Proc. ASME. OMAE2005, 24th International Conference on Offshore Mechanics and Arctic Engineering: Volume 3, 597-607, June 12–17, 2005
Paper No: OMAE2005-67482
... results relevant to the global and local response effect of a pipeline, laid on the sea bottom, and subject to a point-load force. Pipes limit states failure mode design criteria pipe strength capacity pipe deformation capacity local buckling failure mode plastic collapse tackle hazards...
Proc. ASME. OMAE2005, 24th International Conference on Offshore Mechanics and Arctic Engineering: Volume 3, 701-714, June 12–17, 2005
Paper No: OMAE2005-67525
... cases where pipelines are subjected to high internal pressure and high temperature i.e. exposed pipeline laid in a flat or uneven seabottom and buried pipes. The design criteria are based on the application of reliability methods to calibrate the partial safety factors involved. In this paper...
Proc. ASME. OMAE2006, Volume 4: Terry Jones Pipeline Technology; Ocean Space Utilization; CFD and VIV Symposium, 159-170, June 4–9, 2006
Paper No: OMAE2006-92241
... with the aim to assess the strength and deformation capacity of induction bends, when buried and subject to severe and extreme loading conditions such as the ones caused by an earthquake crisis. Design criteria for induction bends do not reflect the R & D efforts of the recent years and working stress...