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Artículos de revistas sobre el tema "Offshore structures"

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Publicado: 4 de junio de 2021
Última modificación: 25 de julio de 2025

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Taylor, R. Eatock. "Dynamics of offshore structures." Engineering Structures 7, no. 3 (1985): 214–15. http://dx.doi.org/10.1016/0141-0296(85)90054-9.

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12

Long, A. E. "Construction of offshore structures." Engineering Structures 10, no. 2 (1988): 141. http://dx.doi.org/10.1016/0141-0296(88)90041-7.

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13

Faulkner, D. "Hydrodynamics of offshore structures." Marine Structures 1, no. 1 (1988): 81–83. http://dx.doi.org/10.1016/0951-8339(88)90012-3.

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14

Yang, Ray-Yeng, Hsin-Hung Chen, Hwung-Hweng Hwung, Wen-Pin Jiang, and Nian-Tzu Wu. "EXPERIMENTAL STUDY ON THE LOADING AND SCOUR OF THE JACKET TYPE OFFSHORE WIND TURBINE FOUNDATION." Coastal Engineering Proceedings 1, no. 32 (2011): 25. http://dx.doi.org/10.9753/icce.v32.structures.25.

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A 1:36 scale model tests were carried out in the Medium Wave Flume (MWF) and Near-shore Wave Basin (NSWB) at the Tainan Hydraulics Laboratory (THL) with the jacket type offshore wind turbine foundation located in the test area. The loading of typhoon wave with current on the jacket type offshore wind turbine foundation was investigated in the MWF with fixed bed experiment. Meanwhile, the scour around the jacket type offshore wind turbine foundation exposed to wave and current was conducted in the NSWB with the moveable bed experiment. Two locations (water depth 12m and 16m) of the foundations
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15

Damilola, Oluwafemi John, Elakpa Ada Augustine, and Nwaorgu Obioima Godspower. "Fatigue Evaluation of Offshore Steel Structures Considering Stress Concentration Factor." International Journal of Research and Review 8, no. 10 (2021): 307–13. http://dx.doi.org/10.52403/ijrr.20211041.

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The installation of offshore structures and facilities in the marine environment, usually for the production and transmission of oil, gas exploration, electricity, and other natural resources is referred to as offshore construction. Since offshore structures are subjected to changing threats to the environment year-round. Fatigue behavior prediction noticed on these structures should be considered during the design stage. Fatigue is one of the failure mechanisms of offshore steel structures, and it must be investigated properly during system design. The fatigue analysis of offshore structures
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16

Hossin, M., and H. Marzouk. "Crack spacing for offshore structures." Canadian Journal of Civil Engineering 35, no. 12 (2008): 1446–54. http://dx.doi.org/10.1139/l08-073.

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The main focus of this investigation is directed toward the examination of crack-spacing expressions suitable for offshore concrete structure applications. Offshore structures are unique structures that are constantly exposed to harsh environmental conditions, including exposure to seawater and sea spray. The splash zone of an offshore structure is the section of the platform that is the most exposed to both a harsh marine environment and seawater. The design of offshore structures is controlled by mandatory design codes to ensure structural safety and integrity. Most of the available expressi
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17

Denney, Dennis. "Onshore Decommissioning of Offshore Structures." Journal of Petroleum Technology 50, no. 04 (1998): 70–71. http://dx.doi.org/10.2118/0498-0070-jpt.

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18

Marshall, Peter W. "Interdisciplinary Aspects of Offshore Structures." Marine Technology Society Journal 39, no. 3 (2005): 99–115. http://dx.doi.org/10.4031/002533205787442530.

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While some institutions treat Ocean Engineering as a single discipline, much of the progress in this area has been brought about by the interdisciplinary collaboration of experts in different areas, such as:Structural engineering Mineral resourcesOcean energy Offshore economic potentialRemotely operated vehicles Marine law & policyDynamic positioning Marine educationMoorings Marine materialsSeafloor engineering Physical oceanography/meteorologyLarge offshore platforms are usually designed by teams of engineers. Although the lead engineer often may be a structural engineer, many elements of
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19

Ole Olsen, T. "Recycling of offshore concrete structures." Structural Concrete 2, no. 3 (2001): 169–73. http://dx.doi.org/10.1680/stco.2001.2.3.169.

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20

Bertram, Volker. "Flow Simulations for Offshore Structures." Ship Technology Research 57, no. 1 (2010): 74–78. http://dx.doi.org/10.1179/str.2010.57.1.007.

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21

Brandi, R., and P. Rossetto. "Fatigue design of offshore structures." Welding International 1, no. 12 (1987): 1155–61. http://dx.doi.org/10.1080/09507118709452166.

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22

Norman, J. N., B. N. Ballantine, J. A. Brebner, et al. "Medical evacuations from offshore structures." Occupational and Environmental Medicine 45, no. 9 (1988): 619–23. http://dx.doi.org/10.1136/oem.45.9.619.

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23

Molin,, B., and JH Ferziger,. "Hydrodynamique des Structures Offshore. (French)." Applied Mechanics Reviews 56, no. 2 (2003): B29. http://dx.doi.org/10.1115/1.1553447.

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24

Konovessis, Dimitris, Kie Hian Chua, and Dracos Vassalos. "Stability of floating offshore structures." Ships and Offshore Structures 9, no. 2 (2013): 125–33. http://dx.doi.org/10.1080/17445302.2012.747270.

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25

Chen, W. F., D. J. Han, and H. Saunders. "Tubular Members in Offshore Structures." Journal of Vibration and Acoustics 111, no. 4 (1989): 496–98. http://dx.doi.org/10.1115/1.3269893.

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26

Froud, S. V. "Chameleon trusts in offshore structures." Trusts & Trustees 11, no. 4 (2005): 27–29. http://dx.doi.org/10.1093/tandt/11.4.27.

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27

Redwood, Richard G. "Tubular members in offshore structures." Canadian Journal of Civil Engineering 13, no. 3 (1986): 399–400. http://dx.doi.org/10.1139/l86-058.

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28

Liaw, Chih‐Young. "Subharmonic Response of Offshore Structures." Journal of Engineering Mechanics 113, no. 3 (1987): 366–77. http://dx.doi.org/10.1061/(asce)0733-9399(1987)113:3(366).

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29

Anderson, M. R. "Nondestructive testing of offshore structures." NDT International 20, no. 1 (1987): 17–21. http://dx.doi.org/10.1016/0308-9126(87)90368-3.

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30

Anderson, M. "Nondestructive testing of offshore structures." NDT & E International 20, no. 1 (1987): 17–21. http://dx.doi.org/10.1016/0963-8695(87)90247-7.

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31

Chen, W. F., and I. S. Sohal. "Cylindrical members in offshore structures." Thin-Walled Structures 6, no. 3 (1988): 153–285. http://dx.doi.org/10.1016/0263-8231(88)90010-9.

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32

Willemsen, E. "Aerodynamic aspects of offshore structures." Journal of Wind Engineering and Industrial Aerodynamics 44, no. 1-3 (1992): 2511–22. http://dx.doi.org/10.1016/0167-6105(92)90042-9.

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33

Harding, J. E. "Integrity of offshore structures—3." Journal of Constructional Steel Research 11, no. 2 (1988): 143–44. http://dx.doi.org/10.1016/0143-974x(88)90048-x.

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34

Ellinas, Charles P. "Floating Structures and Offshore Operations." Applied Ocean Research 11, no. 2 (1989): 112. http://dx.doi.org/10.1016/0141-1187(89)90014-x.

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35

Faltinsen, O. M. "Wave Loads on Offshore Structures." Annual Review of Fluid Mechanics 22, no. 1 (1990): 35–56. http://dx.doi.org/10.1146/annurev.fl.22.010190.000343.

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36

Rogers, L. M. "Monitoring fatigue in offshore structures." NDT & E International 25, no. 6 (1992): 302. http://dx.doi.org/10.1016/0963-8695(92)90760-e.

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37

Harleman, Donald R. F., William C. Nolan, and Vernon C. Honsinger. "DYNAMIC ANALYSIS OF OFFSHORE STRUCTURES." Coastal Engineering Proceedings 1, no. 8 (2011): 28. http://dx.doi.org/10.9753/icce.v8.28.

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Analytical procedures are presented for calculation of the dynamic displacements of fixed offshore structures in oscillatory waves. The structure considered has four legs in a square configuration with waves impinging normal to one side; however, the procedures are general and may be applied to other configurations and wave directions. The horizontal displacement of the deck is determined as a function of time by application of vibration theory for a damped, spring-mass system subject to a harmonic force. The instantaneous wave force on each leg is composed of a hydrodynamic drag component and
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38

Dharmavasan, S. "Tubular members in offshore structures." Engineering Structures 8, no. 3 (1986): 215–16. http://dx.doi.org/10.1016/0141-0296(86)90056-8.

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39

Eatock Taylor, R. "Floating structures and offshore operations." Engineering Structures 11, no. 4 (1989): 290. http://dx.doi.org/10.1016/0141-0296(89)90048-5.

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40

Gates, Andrew R., and Daniel O. B. Jones. "Ecological role of offshore structures." Nature Sustainability 7, no. 4 (2024): 383–84. http://dx.doi.org/10.1038/s41893-024-01316-8.

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41

Cole, Kerry. "Offshore Oil and Gas Structures." Materials Performance 64, no. 4 (2025): 6. https://doi.org/10.5006/mp2025_64_4-6.

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42

Cole, Kerry. "Offshore Oil and Gas Structures." Materials Performance 63, no. 4 (2024): 5. https://doi.org/10.5006/mp2024_63_4-5.

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43

Amaechi, Chiemela Victor, Ahmed Reda, Harrison Obed Butler, Idris Ahmed Ja’e, and Chen An. "Review on Fixed and Floating Offshore Structures. Part I: Types of Platforms with Some Applications." Journal of Marine Science and Engineering 10, no. 8 (2022): 1074. http://dx.doi.org/10.3390/jmse10081074.

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Diverse forms of offshore oil and gas structures are utilized for a wide range of purposes and in varying water depths. They are designed for unique environments and water depths around the world. The applications of these offshore structures require different activities for proper equipment selection, design of platform types, and drilling/production methods. This paper will provide a general overview of these operations as well as the platform classifications. In this paper, a comprehensive review is conducted on different offshore petroleum structures. This study examines the fundamentals o
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44

Juma, Ibrahim Mohammad, Sankarbabu Karanam, and Alya Abdulrahim Al Harmoudi. "APPLICATION OF COMPOSITE GROYNES IN STABILIZING DUBAI BEACHES." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 8. http://dx.doi.org/10.9753/icce.v36.structures.8.

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The increase in demand for waterfront living has led to the development of large-scale offshore reclamation projects - The Palm Jumeirah, The World etc., rapidly transforming the coastal zone of Dubai. Development of such offshore islands have interfered with the coastal processes causing reorientation of shorelines at several stretches of Dubai coast (Mangor et al 2008). Regular beach nourishment programs to maintain the required minimum beach width for recreational activities was found to be ineffective due to non-availability of beach quality sand and environmental impacts of dredging and s
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45

Kashima, Hiroaki, and Haruo Yoneyama. "WAVE-INDUCED IMPACT ON MONOPILE-TYPE OFFSHORE WIND TURBINE RESPONSE." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 22. https://doi.org/10.9753/icce.v38.structures.22.

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The offshore wind turbine industry has been actively working toward the goal of carbon neutrality by 2050. Technological advancements in large-scale fixed-bottom offshore wind turbines (OWTs) have significantly improved power generation and economic efficiency. However, the dynamic response characteristics of these turbines in coastal waters, especially in the presence of Hub waves, remain largely unknown. In this study, we conducted a series of numerical simulations using a wind- wave load coupled analysis method to investigate the impact of waves on the dynamic response of a 15MW monopile-ty
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46

Tomasicchio, Giuseppe Roberto, Elvira Armenio, Felice D'Alessandro, et al. "DESIGN OF A 3D PHYSICAL AND NUMERICAL EXPERIMENT ON FLOATING OFF-SHORE WIND TURBINES." Coastal Engineering Proceedings 1, no. 33 (2012): 67. http://dx.doi.org/10.9753/icce.v33.structures.67.

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The knowledge of the behavior of floating offshore wind turbines (W/T) under wave and/or wind action remains one of the most difficult challenges in offshore engineering which is mostly due to the highly non-linear response of the structure. The present study describes the design process of a 3D physical experiment to investigate the behavior of the most promising structure technology of floating W/T: spar buoy (SB) and tension leg platform (TLP) under different meteo conditions. In order to properly design the two W/T models, the following topics have been analyzed: mooring lines, mass distri
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47

Kashima, Hiroaki, and Haruo Yoneyama. "DYNAMIC RESPONSE OF 5, 10 AND 15 MW FIXED-BOTTOM OFFSHORE WIND TURBINES IN WIND AND WAVES." Coastal Engineering Proceedings, no. 37 (October 2, 2023): 54. http://dx.doi.org/10.9753/icce.v37.structures.54.

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In recent years, the offshore wind turbine industry has become more active in response to the movement toward carbon neutrality by 2050, and technological development of large-scale offshore wind turbines (OWTs) with improved power generation efficiency and high economic efficiency has progressed. However, little is known about their response characteristics and the relationship between the scale of power generation and the response characteristics of OWTs. The purpose of this study is to clarify the differences in the dynamic response of fixed-bottom OWTs with different power generation scale
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48

TUDORACHE, VALENTIN-PAUL, LAZAR AVRAM, and NICULAE-NAPOLEON ANTONESCU. "Aspects on offshore drilling process in deep and very deep waters." Journal of Engineering Sciences and Innovation 5, no. 12 (2020): 157–72. http://dx.doi.org/10.56958/jesi.2020.5.2.7.

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"Offshore is a broad concept and therefore in this article offshore refers to drilling wells of oil and gas in the hydrocarbons deposits located deep from the seabed. Oil and gas is drilled wells with help of different offshore structures, for example rigs and vessels. Offshore drilling is a complex process where a borehole is drilled through the seabed. Of course, offshore refers to energy activity located at a distance from the shore. Oil and natural gas is located below the bedrock, which makes it difficult to extract them. A limited amount of inland oil has driven oil industry to the seas
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49

Saperski, Marek. "Technology of Welding Large-sized Rings of Offshore Structures." Biuletyn Instytutu Spawalnictwa, no. 6 (2015): 46–51. http://dx.doi.org/10.17729/ebis.2015.6/6.

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50

Ntaskagianni, Vasiliki. "Aluminium in Modular Structures for Offshore Lifts." Key Engineering Materials 710 (September 2016): 402–5. http://dx.doi.org/10.4028/www.scientific.net/kem.710.402.

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Offshore lifts can be performed by platform cranes, crane vessels, helicopters or modular structures. The challenge of an offshore lift lies in performing it in inaccessible locations on the platform and minimizing the cost and the offshore time. Platform cranes often cannot reach the lifting object, and crane vessels and helicopters provide solutions which increase the operation costs. On the contrary, aluminium modular structures provide solutions which can make a challenging lift efficient and successful without incurring high costs.
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