Relevant bibliographies by topics / Offshore structures – Anchorage

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Conference papers

Academic literature on the topic 'Offshore structures – Anchorage'

Author: Grafiati
Published: 4 June 2021
Last updated: 21 February 2023

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Journal articles on the topic "Offshore structures – Anchorage"

1

Preece, Chris. "Janzur: anchorage, trade, industry and development on the Tripolitanian littoral." Libyan Studies 42 (2011): 47–58. http://dx.doi.org/10.1017/s0263718900004799.

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AbstractThe identification of a headland anchorage at Janzur and the finding of ceramic material offshore in 2009 led the Department of Antiquities in Tripoli to agree to an underwater scoping survey, the results of which are discussed. The site adjacent to the anchorage was subject to a large waterfront development and during groundwork a number of kilns and other structures related to the anchorage were revealed. The implications of this and neighbouring sites are discussed in regard to trade and industry in antiquity. Concerns regarding modern development are discussed and some proposals ar
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Geng, Tiesuo, Shuanghua Chen, Liuqun Zhao, and Zhe Zhang. "Research on Bonding Performance of Anchorage Caisson Foundation with Different Contact Surfaces and Grouting Bed." Buildings 11, no. 8 (August 19, 2021): 365. http://dx.doi.org/10.3390/buildings11080365.

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In view of the first domestic offshore suspension bridge with caisson foundation, this paper mainly studies the bonding properties between underwater pre-filled aggregate grouting bed and anchorage caisson foundation. Through the test, the cohesive force of adding ordinary concrete between the anchorage caisson foundation and the grouting bed, the cohesive force of adding paper base asphalt felt between the anchorage caisson foundation and the grouting bed, and the cohesive force of adding geotextile between the anchorage caisson foundation and the grouting bed are measured, respectively. When
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Tirandazian, Mehran, and Gholamreza Nouri. "Numerical modeling of the seismic performance of monopile supported wind turbines in sandy soils susceptible to liquefaction." International Journal of Engineering & Technology 7, no. 2.13 (April 15, 2018): 263. http://dx.doi.org/10.14419/ijet.v7i2.13.12676.

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Since 1980, as wind farms have moved from coastal to offshore areas, the wind energy industry has been completely transformed which in turn has led to the increase in the construction of wind turbines. On the other hand, harsher offshore environmental conditions have led to larger lateral loads and anchorages applied to the wind turbines and specifically to their piles than other coastal and offshore structures. Thus, more solid piles are required to ensure proper rigidity and bearing capacity. Liquefaction is one of the most important seismic hazards through which various damages caused to di
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Dissertations / Theses on the topic "Offshore structures – Anchorage"

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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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Chin, Jhin-Thiam. "Axial pile response in calcareous sediment." Phd thesis, School of Civil and Mining Engineering, 1992. http://hdl.handle.net/2123/7131.

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Maluleke, Vutlhari Absalom. "The effects of boat mooring systems on squid egg beds during squid fishing." Thesis, Cape Peninsula University of Technology, 2017. http://hdl.handle.net/20.500.11838/2528.

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Thesis (MTech (Mechanical Engineering))--Cape Peninsula University of Technology, 2017.<br>In South Africa, squid fishing vessels need to find and then anchor above benthic squid egg beds to effect viable catches. However, waves acting on the vessel produce a dynamic response on the anchor line. These oscillatory motions produce impact forces of the chain striking the seabed. It is hypothesised that this causes damage to the squid egg bed beneath the vessels. Different mooring systems may cause more or less damage and this is what is investigated in this research. The effect of vessel mooring
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Champi, Farfan David. "Estudo do comportamento estatico e dinamico de um Riser vertical com boia de subsuperficie." [s.n.], 2005. http://repositorio.unicamp.br/jspui/handle/REPOSIP/263664.

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Orientador: Celso Kazuyuki Morooka<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Mecanica e Instituto de Geociencias<br>Made available in DSpace on 2018-08-04T17:58:55Z (GMT). No. of bitstreams: 1 ChampiFarfan_David_M.pdf: 3228003 bytes, checksum: 8b3ed290e87307aa0cc1afcdd9c2ecf3 (MD5) Previous issue date: 2005<br>Resumo: Na atualidade as descobertas de óleo a grandes profundidades no mar têm levado ao desenvolvimento de campos localizados numa profundidade aproximada de 3000m, sendo então o sistema de Riser Híbrido Auto-Sustentável uma alternativa at
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El-Sherbiny, Rami Mahmoud. "Performance of suction caisson anchors in normally consolidated clay." Thesis, 2005. http://hdl.handle.net/2152/1900.

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6

Maniar, Dilip Rugnathbhai. "A computational procedure for simulation of suction caisson behavior under axial and inclined loads." Thesis, 2004. http://wwwlib.umi.com/cr/utexas/fullcit?p3143307.

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7

Raie, Mohammad Sayfolah 1977. "A computational procedure for simulation of torpedo anchor installation, set-up and pull-out." 2009. http://hdl.handle.net/2152/18387.

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Torpedo-shaped anchors serve as foundations for risers and floating structures in the deep-water marine environment. Such cone-tipped, cylindrical steel pipes, ballasted with concrete and scrap metal, penetrate the seabed by the kinetic energy they acquire during free fall. Estimation of the embedment depth is a crucial part of the design process in that the pull-out capacity is strongly dependent on the strength of the surrounding soil. This dissertation presents the development of a procedure based on a computational fluid dynamics (CFD) model for the prediction of the embedment depth of tor
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Books on the topic "Offshore structures – Anchorage"

1

Wimpey Offshore Engineers and Constructors. The strength of grouted pile-sleeve connections: Tests carried out by Wimpey Laboratories Limited. London: HMSO, 1986.

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2

NATO Advanced Study Institute on Advances in Berthing and Mooring of Ships and Offshore Structures (1987 Trondheim, Norway). Advances in berthing and mooring of ships and offshore structures. Dordrecht, Netherlands: Kluwer Academic Publishers, 1988.

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3

Faÿ, Hubert. Ancrage dynamique: Technique et applications. Paris: Technip, 1988.

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4

Dynamic Positioning Conference (1997 Houston, Tex.). 1997 Dynamic Positioning Conference, Houston, Texas. Houston, Tex: Marine Technology Society, 1997.

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5

Chengi, Kuo, University of Strathclyde, Society for Underwater Technology, and Royal Institution of Naval Architects., eds. Stationing and stability of semi-submersibles. London, UK: Graham & Trotman, 1986.

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6

Gobat, Jason I. The dynamics of geometrically compliant mooring systems. Cambridge, Mass: Massachusetts Institute of Technology, 2000.

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7

Luo, Yong, Kai-Tung Ma, Chi-Tat Thomas Kwan, and Yongyan Wu. Mooring System Engineering for Offshore Structures. Elsevier Science & Technology, 2019.

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Luo, Yong, Kai-Tung Ma, Chi-Tat Thomas Kwan, and Yongyan Wu. Mooring System Engineering for Offshore Structures. Elsevier Science & Technology Books, 2019.

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9

Technip, Editions. Design Guides for Offshore Structures (Collection Colloques Et Seminaires,). Editions Technip, 1990.

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10

Technip, Editions. Design Guides for Offshore Structures (Collection Colloques Et Seminaires,). Editions Technip, 1987.

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Conference papers on the topic "Offshore structures – Anchorage"

1

Zhang, Hong, Hang Yuan, and Hehui Zheng. "Key Construction Techniques of East Tower and Anchorage of Lingdingyang Bridge in Shenzhong Link." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.2066.

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&lt;p&gt;Lingdingyang Bridge of Shenzhong Link is a three-span suspension bridge with a full floating system of 580 + 1666 + 580. In view of the complex construction conditions of the bridge site, the construction scheme of island cofferdam was proposed for the east anchorage, and the flexible combined island cofferdam structure of ' lock steel pipe pile + I-shaped sheet pile + parallel steel wire rope ' was innovatively adopted to transform the offshore construction into land construction. For the east cable tower, the flexible manufacturing production line of steel mesh was developed, and th
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Smith, Orson P., John Schibel, Scott Hamiltion, and Robert Thomas. "Ice Navigation Curriculum using the AVTEC Ship Simulator, Seward, Alaska." In SNAME 9th International Conference and Exhibition on Performance of Ships and Structures in Ice. SNAME, 2010. http://dx.doi.org/10.5957/icetech-2010-121.

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Alaska’s Arctic offshore has unprecedented attention for its prospects of mineral extraction, tourism, and new marine cargo delivery routes. The ship simulator operated by the Alaska Marine Training Center at AVTEC in Seward, Alaska, has capabilities for training ship crews for ice navigation duty, including simulation of variable ice conditions, winds, currents, and sea states. A curriculum developed by AVTEC in collaboration with the University of Alaska Anchorage, and Alaska Pilots satisfies proposed requirements of the International Convention on Standards of Training, Certification, and W
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3

Needham, Mike, and James Collins. "The New Storstrøm Bridge – Pier Design." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0104.

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&lt;p&gt;The New Storstrøm Bridge in Denmark has 40 concrete piers ranging from 18 to 35m high. The piers comprise multi-faceted stems and pier heads. To simplify offshore construction a precast segmental solution was used, with a prestressed insitu pier head. The design was optimised through parametric analysis including non-linear modelling and automated calculation reporting. A modular approach maximised repetition of segments between different pier heights to enable precast construction in a factory environment prior to assembly offshore. Non-linear dynamic modelling was used to validate r
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Eranti, Esa, Eero Lehtonen, Heikki Pukkila, and Lasse Rantala. "A Novel Offshore Windmill Foundation for Heavy Ice Conditions." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-49663.

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A pilot offshore wind turbine with a new type of an ice-resistant foundation was installed in the Pori sea area of the Northern Baltic Sea during summer 2010. The water depth at the site is nine meters and the ice and wave conditions occasionally get quite heavy. The gravity-type foundation consists of a light ice-strengthened steel shell with a ring footing, ice-breaking cone, and crushed rock fill. The fill provides mass for the foundation and supports the shell against local ice impacts and moments caused by uneven base pressures, as well as stability for the thin shell structure. The ring
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ter Brake, Erik, Mike Todman, and John Armstrong. "Development of 3MW Tidal Energy Platform." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10299.

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The Triton-3 platform is a novel tidal energy harvester capable of producing 3MW from tidal flow. The platform is a floating structure moored to the seabed by a single-point fully articulated anchorage, and carries three power trains and a number of marine auxiliaries. The driver for the design as developed by TidalStream Ltd is to reduce the cost of energy production in order to compete with the current cost of offshore wind. Independently audited cost modelling shows that tidal stream energy can become competitive with offshore wind, achieving a generating cost as low as 10p/kWh at the best
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