Literatura académica sobre el tema "Offshore structures"

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Artículos de revistas sobre el tema "Offshore structures"

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Clauss, G., E. Lehmann, C. Ostergaard, and Carlos Guedes Soares. "Offshore Structures." Journal of Offshore Mechanics and Arctic Engineering 117, no. 4 (1995): 298–99. http://dx.doi.org/10.1115/1.2827238.

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Pérez Fernández, Rodrigo, and Miguel Lamas Pardo. "Offshore concrete structures." Ocean Engineering 58 (January 2013): 304–16. http://dx.doi.org/10.1016/j.oceaneng.2012.11.007.

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Lyons, G. J. "Mobile offshore structures." Engineering Structures 11, no. 3 (1989): 202. http://dx.doi.org/10.1016/0141-0296(89)90010-2.

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Kouichirou, Anno, and Takeshi Nishihata. "DEVELOPMENT ON OFFSHORE STRUCTURE." Coastal Engineering Proceedings 1, no. 32 (2011): 50. http://dx.doi.org/10.9753/icce.v32.structures.50.

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Authors have developed the offshore structure for control of sea environment named S-VHS construction
 method, which is composed of the sloping top slit-type caisson and steel pipe piles. The sloping top form enables to
 realize the remarkable reduction of wave force exerted on the dike body compared with the conventional one.
 In this paper, hydraulic feature with wave dissipation ability and wave force reduction effect are verified
 through some hydraulic experiments. After the preliminary study for the valid structure form, reflection and
 transmission ability for t
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MIYAZAKI, Tatsuo. "Ships and Offshore Structures." JOURNAL OF THE JAPAN WELDING SOCIETY 77, no. 5 (2008): 461–64. http://dx.doi.org/10.2207/jjws.77.461.

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YAMASHITA, Yasuo. "Ships and Offshore Structures." JOURNAL OF THE JAPAN WELDING SOCIETY 79, no. 5 (2010): 462–65. http://dx.doi.org/10.2207/jjws.79.462.

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Tanner, R. G. "Design in offshore structures." Canadian Journal of Civil Engineering 12, no. 1 (1985): 238. http://dx.doi.org/10.1139/l85-025.

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Ghosh, S. K. "Buckling of offshore structures." Journal of Mechanical Working Technology 14, no. 3 (1987): 386–87. http://dx.doi.org/10.1016/0378-3804(87)90023-4.

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Rhodes, J. "Buckling of offshore structures." Thin-Walled Structures 3, no. 1 (1985): 85. http://dx.doi.org/10.1016/0263-8231(85)90021-7.

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Bulson, P. S. "Buckling of offshore structures." Applied Ocean Research 7, no. 2 (1985): 115. http://dx.doi.org/10.1016/0141-1187(85)90044-6.

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Tesis sobre el tema "Offshore structures"

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Adedipe, Oyewole. "Integrity of offshore structures." Thesis, Cranfield University, 2015. http://dspace.lib.cranfield.ac.uk/handle/1826/9692.

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Corrosion and fatigue have been dominant degradation mechanisms in offshore structures, with the combination of the two, known as corrosion fatigue, having amplified effects in structures in the harsh marine environments. Newer types of structure are now being developed for use in highly dynamic, harsh marine environments, particularly for renewable energy applications. However, they have significantly different structural details and design requirements compared to oil and gas structures, due to the magnitude and frequency of operational and environmental loadings acting on the support struct
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Richardson, Mark Damian. "Dynamically installed anchors for floating offshore structures." University of Western Australia. School of Civil and Resource Engineering, 2008. http://theses.library.uwa.edu.au/adt-WU2008.0230.

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The gradual depletion of shallow water hydrocarbon deposits has forced the offshore oil and gas industry to develop reserves in deeper waters. Dynamically installed anchors have been proposed as a cost-effective anchoring solution for floating offshore structures in deep water environments. The rocket or torpedo shaped anchor is released from a designated drop height above the seafloor and allowed to penetrate the seabed via the kinetic energy gained during free-fall and the anchor’s self weight. Dynamic anchors can be deployed in any water depth and the relatively simple fabrication and insta
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Abdolmaleki, Kourosh. "Modelling of wave impact on offshore structures." University of Western Australia. School of Mechanical Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2008.0055.

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[Truncated abstract] The hydrodynamics of wave impact on offshore structures is not well understood. Wave impacts often involve large deformations of water free-surface. Therefore, a wave impact problem is usually combined with a free-surface problem. The complexity is expanded when the body exposed to a wave impact is allowed to move. The nonlinear interactions between a moving body and fluid is a complicated process that has been a dilemma in the engineering design of offshore and coastal structures for a long time. This thesis used experimental and numerical means to develop further underst
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Segreti, John Michael. "Fatigue analysis methods in offshore structural engineering." Thesis, Georgia Institute of Technology, 1991. http://hdl.handle.net/1853/19287.

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Pouliquen, Patricia. "La condition des travailleurs de l’off-shore." Brest, 1993. http://www.theses.fr/1993BRES5001.

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Le but de cette thèse a été de présenter la condition juridique et la protection sociale des travailleurs de l'offshore. Ainsi, dans une première partie, il a été examiné les protagonistes de la relation contractuelle à savoir l'employeur aux visages multiples et le salarié au statut ambivalent : certains personnels ont le statut de marin, d'autres sont des travailleurs terrestres, le plongeur connaît également un statut particulier. Ce statut particulier s'explique par le lieu de travail original de ces personnels : les structures offshore dont les variétés sont les plus diverses. Il a égalem
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Ghadimi, R. "Nonlinear dynamic analysis of offshore structures." Thesis, Cranfield University, 1986. http://hdl.handle.net/1826/3581.

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In this thesis consideration is given to a selection of nonlinear dynamic problems in the field of offshore engineering. Hydrodynamic loading on fixed horizontal and vertical tubular members and the dynamic response of articulated towers together with the distribution of shear force and bending moment along the tower are investigated using various wave theories. Effects of nonlinear convective acceleration terms in the calculation of fluid inertia forces and moments are examined and attention is given to integration of wave forces up to the free surface for vertical members. Calculation of flu
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Rodriguez-Sanchez, Jose Efrain. "Fatigue crack repair for offshore structures." Thesis, University College London (University of London), 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.313721.

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Trim, A. D. "Probabilistic dynamic analysis of offshore structures." Thesis, Cranfield University, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.376215.

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Klepsvik, Jonny. "Nonlinear wave loads on offshore structures." Thesis, Massachusetts Institute of Technology, 1995. http://hdl.handle.net/1721.1/36062.

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Schulz, Karl Wayne. "Numerical prediction of the hydrodynamic loads and motions of offshore structures /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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Libros sobre el tema "Offshore structures"

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V, Reddy D., and Arockiasamy M, eds. Offshore structures. R.E. Krieger Pub. Co., 1991.

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Clauss, Günther. Offshore structures. Springer-Verlag, 1994.

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Clauss, Günther, Eike Lehmann, and Carsten Östergaard. Offshore Structures. Springer London, 1992. http://dx.doi.org/10.1007/978-1-4471-3193-9.

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Clauss, Günther, Eike Lehmann, and Carsten Östergaard. Offshore Structures. Springer London, 1994. http://dx.doi.org/10.1007/978-1-4471-1998-2.

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Clauss, Günther. Offshore structures. Springer-Verlag, 1992.

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Gorman, D. G., and J. Neilson, eds. Decommissioning Offshore Structures. Springer London, 1998. http://dx.doi.org/10.1007/978-1-4471-1552-6.

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Karimirad, Madjid. Offshore Energy Structures. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-12175-8.

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G, Gorman D., and Neilson J. 1948-, eds. Decommissioning offshore structures. Springer, 1998.

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A, Witz Joel, ed. Compliant offshore structures. Butterworth-Heinemann, 1991.

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F, Boswell L., D'Mello C. A, and Edwards A. J, eds. Mobile offshore structures. Elsevier Applied Science, 1988.

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Capítulos de libros sobre el tema "Offshore structures"

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Moan, Torgeir. "Offshore Structures." In Modeling Complex Engineering Structures. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/9780784408506.ch07.

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Beckett, Paul. "Offshore structures." In Tax Havens and International Human Rights. Routledge, 2017. http://dx.doi.org/10.4324/9781315618432-3.

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Sharp, John V., and John Wintle. "Offshore Structures." In Assessment of Materials in Ageing Offshore Structures. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-84489-8_2.

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Clauss, Günther, Eike Lehmann, and Carsten Östergaard. "Marine Structural Analysis." In Offshore Structures. Springer London, 1994. http://dx.doi.org/10.1007/978-1-4471-1998-2_1.

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Clauss, Günther, Eike Lehmann, and Carsten Östergaard. "Environmental Conditions Affecting Marine Structures." In Offshore Structures. Springer London, 1994. http://dx.doi.org/10.1007/978-1-4471-1998-2_2.

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Clauss, Günther, Eike Lehmann, and Carsten Östergaard. "Evaluation of Marine Structures." In Offshore Structures. Springer London, 1994. http://dx.doi.org/10.1007/978-1-4471-1998-2_3.

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Clauss, Günther, Eike Lehmann, and Carsten Östergaard. "Dimensioning of Marine Steel Structures." In Offshore Structures. Springer London, 1994. http://dx.doi.org/10.1007/978-1-4471-1998-2_4.

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Clauss, Günther, Eike Lehmann, and Carsten Östergaard. "Marine Science and Marine Technology." In Offshore Structures. Springer London, 1992. http://dx.doi.org/10.1007/978-1-4471-3193-9_1.

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Clauss, Günther, Eike Lehmann, and Carsten Östergaard. "Features of Offshore Structures." In Offshore Structures. Springer London, 1992. http://dx.doi.org/10.1007/978-1-4471-3193-9_2.

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Clauss, Günther, Eike Lehmann, and Carsten Östergaard. "Hydromechanical Analysis of Offshore Structures." In Offshore Structures. Springer London, 1992. http://dx.doi.org/10.1007/978-1-4471-3193-9_3.

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Actas de conferencias sobre el tema "Offshore structures"

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Mitchell, Mike J. "Antifouling Coatings for Offshore Structures." In CORROSION 2005. NACE International, 2005. https://doi.org/10.5006/c2005-05002.

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Abstract Antifoulings have conventionally been used on mobile marine vessels to reduce build up of hull roughness due to the settlement of various types of biofouling, the consequence of which can be significant increase in fuel bills and reduction in speed. This is obviously not the case on static offshore structures such as FPSOs and fixed platforms however in many areas of severe marine fouling their use is worth giving full evaluation. In this case speed and fuel use is obviously not relevant, but correct antifoulings can significantly reduce effect of wave action, for example, on risers,
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Weinell, Claus E., Jan Roll, and Nicholas Marsh. "Anti-Fouling Silicone Elastomers for Offshore Structures." In CORROSION 2006. NACE International, 2006. https://doi.org/10.5006/c2006-06030.

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Abstract For offshore structures, marine fouling is a major economic and technical problem and the development of the offshore oil and gas industry has led to an increased focus on this topic. Accumulated fouling on the jackets of oil platforms will increase hydrodynamic load on the structure because of increased drag resistance to e.g. tidal current. Fouling also makes inspection and maintenance difficult either because of the need of free-space for non-destructive testing (NDT) or reference markers may be hidden. Hard shell fouling such as barnacles exert pressure on the surface to which the
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Bird, M. F., H. M. Smith, and C. V. Bowley. "Protection of Offshore Structures against Corrosion." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89213.

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Abstract Maintaining protection of metal structures against corrosion in marine environments presents problems of surface preparation, accessibility and the limitations of various coating systems. Cathodic protection may be utilised underwater but its effectiveness is severely limited in the splash zone. Hence, reliable coatings are required. Petrolatum tapes have special virtues under these conditions. Following years of experience of the use of petrolatum tapes in difficult environments a comprehensive corrosion protection system was developed for piles, offshore platforms, risers etc. The p
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Bartholomew, Edward Kawos @., Eu Shawn Lim, Iraj Toloue, et al. "Physics-Based Structural Health Monitoring Digital Twin for Seismically Vulnerable Fixed Offshore Structures." In Offshore Technology Conference Asia. OTC, 2022. http://dx.doi.org/10.4043/31377-ms.

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Abstract An Autonomous Structural Health Monitoring (SHM) System for Fixed Offshore Structures is a tool used to monitor the state or the health of a structure in terms of its integrity and strength in an automated manner. An SHM system framework comprises of software and hardware integration equipped with IoT capability to collect raw data, online data transmittal to onshore, a back-end engine to process data into useful engineering information and display the monitoring results through engineering parameters and digital twinning, which emulates the real condition of the structure offshore. T
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Manzocchi, Mark, Liangsheng Wang, and Mark Wilson. "Online Structural Integrity Monitoring of Fixed Offshore Structures." In Offshore Technology Conference. Offshore Technology Conference, 2012. http://dx.doi.org/10.4043/23360-ms.

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Soreide, T. H., F. Amdahl, and B. Brodtkorb. "The Idealized Structural Unit Method on Concrete Structures." In Offshore Technology Conference. Offshore Technology Conference, 1987. http://dx.doi.org/10.4043/5488-ms.

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Majumdar, Ananya, and Biplab Ranjan Adhikary. "Mitigation of Vortex-Induced Vibration in Offshore Structures." In SPE Conference at Oman Petroleum & Energy Show. SPE, 2024. http://dx.doi.org/10.2118/218591-ms.

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Vortex-induced vibration (VIV) study of any offshore structure is of paramount importance to check the structural stability. VIV poses a significant concern for these structures, as the excessive vibration can lead to fatigue damage and structural failure. Mooring lines, risers, pipelines, and other attachments can also get damaged in case of offshore structures. When the shedding frequency approaches the structure's shedding frequency, these vibrations can be major and perhaps dangerous. VIV can occur at low as well as high Reynold's number regime. Because of rising demand for crude oil, offs
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Hughes, O. F., and T. R. McNatt. "A Unified Structural Design Method For Floating Offshore Structures." In Offshore Technology Conference. Offshore Technology Conference, 1993. http://dx.doi.org/10.4043/7188-ms.

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Amare, Gizat Derebe, and Yonas Zewdu Ayele. "Effect of Negative Damping on Offshore Structures." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-78715.

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Offshore structures are inevitably exposed to flow induced loads and flow-induced vibrations. The effect of these loads will affect the responses of structures, and the combined of two together on the response can lead the structures to induce different phenomena. The effect of damping is to counteract any dynamic response; however, “negative damping” increases the response amplitude. For example, the response amplitude may increase and can lead to structure instabilities, and it might cause damage in the short time. In order to achieve the best possible structural design, it is then relevant
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Wisch, D. J. "Offshore Structures: Adequate Margins." In Offshore Technology Conference. Offshore Technology Conference, 2006. http://dx.doi.org/10.4043/18333-ms.

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Informes sobre el tema "Offshore structures"

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Yokel, Felix Y., and Robert G. Bea. Mat foundations for offshore structures in Arctic regions. National Bureau of Standards, 1987. http://dx.doi.org/10.6028/nbs.ir.86-3419.

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Phan, Long T., and H. S. Lew. Punching shear resistance of lightweight concrete offshore structures for the Arctic:. National Bureau of Standards, 1988. http://dx.doi.org/10.6028/nist.ir.88-4007.

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McLean, David I., H. S. Lew, Long T. Phan, and Mary Sansalone. Punching shear resistance of lightweight concrete offshore structures for the Arctic :. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3388.

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Phan, Long T., H. S. Lew, and David I. McLean. Punching shear resistance of lightweight concrete offshore structures for the Arctic :. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3440.

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McLean, David I., H. S. Lew, Long T. Phan, and Hae In Kim. Punching shear resistance of lightweight concrete offshore structures for the Arctic :. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3454.

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Taylor, Andrew W. Report of a workshop on requalification of tubular steel joints in offshore structures. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5877.

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Cheng, Yi-Wen. Fitness-for-service criteria for assessing the significance of fatigue cracks in offshore structures. National Bureau of Standards, 1985. http://dx.doi.org/10.6028/nbs.tn.1088.

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Foxall, W., and J. Savy. Probabilistic seismic hazard analysis for offshore structures in the Santa Barbara Channel phase 2 report. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/13775.

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Sackinger, W. M., M. O. Jeffries, Fucheng Li, and Mingchi Lu. Ice island creation, drift, recurrences, mechanical properties, and interactions with arctic offshore oil production structures. Office of Scientific and Technical Information (OSTI), 1991. http://dx.doi.org/10.2172/6994079.

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Haberly, Daniel. A New Map of World FDI: Estimating Sources and Pathways of Offshore Investment in Major Developed and Developing Economies. Institute of Development Studies, 2024. https://doi.org/10.19088/ictd.2024.113.

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There is a growing recognition that offshore structures fundamentally distort the world map of foreign direct investment (FDI). This paper advances efforts to map the ultimate owners hidden in official data behind offshore or ‘phantom’ FDI by using a novel methodology to deconstruct the ultimate origins of FDI in the US, UK, France, Germany, Italy, Brazil, Russia, India, and China. In contrast to previous studies, this methodology unpicks distortions created by the offshore re-domiciliation of corporate groups at the parent level, in addition to subsidiary level, by determining the ‘true’ ulti
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