[1] |
SHIRI H. Influence of seabed trench formation on fatigueperformance of steel catenary risers in touchdownzone [J]. Marine Structures, 2014, 36: 1-20.
|
[2] |
SONG R, STANTON P. Advances in deepwater steelcatenary riser technology state-of-the-art: Part II.analysis [C]//Proceedings of the ASME 2009 28th InternationalConference on Ocean, Offshore and ArcticEngineering. Honolulu, Hawaii, USA: ASME, 2009:79405.
|
[3] |
XU J, JESUDASEN A S, FANG J. Wave loadingfatigue performance of steel catenary risers (SCRs)in ultradeepwater application [C]//Offshore Technology Conference. Houston, Texas, USA: OTC ProgramCommittee, 2006: 18180.
|
[4] |
POWER T L, MANIAR D R, GARRETT D L.Spectral and cycle-counting fatigue damage estimationmethods for steel catenary risers [J]. SPE Projects, Facilities& Construction, 2008, 4(4): 106-123.
|
[5] |
FU J J, YANG H Z. Fatigue characteristic analysis ofdeepwater steel catenary risers at touchdown point [J].China Ocean Engineering, 2010, 24(2): 291-304.
|
[6] |
BAI X L, HUANG W P, VAZ M A, et al. Riser-soilinteraction model effects on the dynamic behavior ofa steel catenary riser [J]. Marine Structures, 2015, 41:53-76.
|
[7] |
ELOSTA H, HUANG S, ATILLA I. Trenching effectson structural safety assessment of integratedriser/semisubmersible in cohesive soil [J]. EngineeringStructures, 2014, 77: 57-64.
|
[8] |
Recommended Practice 2SK. Design and analysis ofstation keeping system for floating structures [S].Washington DC: American Petroleum Institute, 2005.
|
[9] |
Recommended Practice DNV-RP-C205. Environmentalconditions and environmental loads [S]. Oslo: DetNorske Veritas, 2014.
|
[10] |
WILLIS N. Stride project-steel risers in deepwaterenvironments — recent highlights [C]// Proceedingsof 24th Deepwater and Ultra Deepwater Riser Conference.London: 2H Offshore Ltd, 2001: 2-12.
|
[11] |
NAKHAEE A, ZHANG J. Trenching effects ondynamic behavior of a steel catenary riser [J]. OceanEngineering, 2010, 37(2/3): 277-288.
|
[12] |
WANG K P, LOW Y M. A simple parametric formulationfor the seabed trench profile beneath a steel catenaryriser [J]. Marine Structures, 2016, 45: 22-42.
|
[13] |
BRIDGE C, LAVER E, EVANS T. Steel catenaryriser touchdown point vertical interaction models[C]//Offshore Technology Conference. Houston, USA:OTC Program Committee, 2004: 16628.
|
[14] |
WANG K P, XUE H X, TANG W Y. Dynamicresponse analysis of deepwater steel catenary riserbased on the seabed-suction and stiffness-degradationmodel [J]. Journal of Shanghai Jiao Tong University,2011, 45(4): 585-586 (in Chinese).
|
[15] |
AUBENY C P, BISCONTON G. Seafloor-riser interactionmodel [J]. International Journal of Geomechanics,2009, 9(3): 133-141.
|
[16] |
MINER M A. Cumulative damage in fatigue [J]. Journalof Applied Mechanics, 1945, 12(3): 159-164.
|
[17] |
Recommended Practice DNV-RP-C203. Fatiguedesign of offshore structures [S]. Oslo: Det NorskeVeritas, 2005.
|
[18] |
Recommended Practice DNV-RP-F204. Riser Fatigue[S]. Oslo: Det Norske Veritas, 2005.
|
[19] |
RANDOLPH M, QUIGGIN P. Non-linear hystereticseabed model for catenary pipeline contact[C]//Proceedings of the ASME 2009 28th InternationalConference on Ocean, Offshore and ArcticEngineering. Honolulu, USA: ASME, 2009: 79259.
|
[20] |
BRIDGE C, HOWELLS H A. Observations and modelingof steel catenary riser trenches [C]//Proceedingsof the 17th International Offshore and Polar EngineeringConference. Lisbon, Portugal: ISOPE, 2007: 468.
|