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Academic literature on the topic 'Floating structures'

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Published: 4 June 2021
Last updated: 6 February 2022

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Journal articles on the topic "Floating structures"

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Freeman, Elizabeth, Kristen Splinter, and Ron Cox. "FLOATING BREAKWATERS AS PUBLIC PLATFORMS – IMPACT ON POSTURAL STABILITY." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 63. http://dx.doi.org/10.9753/icce.v36.structures.63.

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Floating Breakwaters are used extensively to provide cost effective protection from wind and vessel waves. Floating breakwaters are commonly multitasked, being used as a point of mooring for vessels or simply an access way to other pontoons in a small boat harbour, as well as their main function as wave dissipators. A floating breakwater does not completely stop the incident wave; rather it partially transmits, partially reflects and partially dissipates the wave energy. Cox et al (2007) completed wave flume testing of a number of floating breakwaters and reported on performance in irregular waves with particular emphasis on wave transmission and reflection, energy dissipation and restraining forces. Motion measurements were limited by the instrumentation. This paper discusses the results from a further series of laboratory experiments on the dynamic motions of an active floating breakwater system. The performance is related to wave attenuation, wave reflection and energy dissipation as well as safety considerations for standing persons based on high resolution measurements of accelerations in all six degrees of freedom.
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Kawasaki, Koji, Han Ut Dinh, Tetsuya Matsuno, and Tadashi Fukumoto. "NUMERICAL INVESTIGATION OF PRESSURE ACTING ON FLOATING PANEL FOR WAVE OVERTOPPING REDUCTION UNDER REGULAR WAVE ACTION." Coastal Engineering Proceedings 1, no. 33 (December 15, 2012): 82. http://dx.doi.org/10.9753/icce.v33.structures.82.

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In this paper, a 3-D multiphase flow model with solid-gas-liquid interaction, named ‘DOLPHIN-3D’, is utilized to numerically investigate the characteristics of pressure acting on a floating panel, which is installed in front of an upright seawall for wave overtopping reduction. The validity and utility of the model were confirmed through good agreements between the numerical results and experimental ones in terms of the dynamic response of the floating panel and the pressure at the bottom of the panel. The numerical results revealed that the model can appropriately simulate the pressure acting on the floating panel as well as the dynamic behavior of the panel under wave action.
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Cabrerizo-Morales, Miguel, RAFAEL Molina, Francisco De los Santos, and Alberto Camarero. "OPTIMIZATION OF OPERATIONALITY THRESHOLDS USING A MANEUVER SIMULATOR. CASE STUDY: FLOATING GATE AT CAMPAMENTO SHIPYARD." Coastal Engineering Proceedings 1, no. 33 (December 14, 2012): 53. http://dx.doi.org/10.9753/icce.v33.structures.53.

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Floating structures elements are part of complex systems in which climatic agents, those derived from human interaction during use and exploitation and freedom constraints are applied. Such complexity requires different analysis techniques for its comprehension This paper presents a methodology to define and optimize operationality thresholds of floating structures using a global scaled simulator in which all agents and system’s responses are modeled during a complete operational process.
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Konovessis, Dimitris, Kie Hian Chua, and Dracos Vassalos. "Stability of floating offshore structures." Ships and Offshore Structures 9, no. 2 (January 17, 2013): 125–33. http://dx.doi.org/10.1080/17445302.2012.747270.

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Sirlin, S., C. Paliou, R. W. Longman, M. Shinozuka, and E. Samaras. "Active Control of Floating Structures." Journal of Engineering Mechanics 112, no. 9 (September 1986): 947–65. http://dx.doi.org/10.1061/(asce)0733-9399(1986)112:9(947).

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Chow, Philip Y. "Two Futuristic Concrete Floating Structures." Structural Engineering International 3, no. 3 (August 1993): 161–64. http://dx.doi.org/10.2749/101686693780607831.

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McDougal, William G., and Wojciech Sulisz. "Seabed Stability Near Floating Structures." Journal of Waterway, Port, Coastal, and Ocean Engineering 115, no. 6 (November 1989): 727–39. http://dx.doi.org/10.1061/(asce)0733-950x(1989)115:6(727).

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Paulling, J. R., and Sushil Tyagi. "Multi-module floating ocean structures." Marine Structures 6, no. 2-3 (January 1993): 187–205. http://dx.doi.org/10.1016/0951-8339(93)90019-y.

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

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

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Dissertations / Theses on the topic "Floating structures"

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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 installation procedures provide a significant cost saving over conventional deepwater anchoring systems. Despite use in a number of offshore applications, information regarding the geotechnical performance of dynamically installed anchors is scarce. Consequently, this research has focused on establishing an extensive test database through the modelling of the dynamic anchor installation process in the geotechnical centrifuge. The tests were aimed at assessing the embedment depth and subsequent dynamic anchor holding capacity under various loading conditions. Analytical design tools, verified against the experimental database, were developed for the prediction of the embedment depth and holding capacity.
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Nobakhti, Abbas. "Articulations in floating arrays." Thesis, University College London (University of London), 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.251819.

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Fitzgerald, Colm J. "Time-domain simulations for floating structures." Thesis, Loughborough University, 2009. https://dspace.lboro.ac.uk/2134/14475.

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In this thesis numerical and analytical investigations of wave-structure interactions are conducted within the linearised theory of water waves. The primary objective of the thesis was to develop a numerical time-domain solution method capable of simulating wave-structure interactions in three-dimensions involving axisymmetric structures. Although the solution method was developed for three-dimensional problems, many two-dimensional interactions were also simulated using an existing time-domain solution method. The numerical method for obtaining the solution of the time-domain water wave problem combines a cubic spline boundary element method (BEM) which yields a solution to the boundary integral equation with a time-stepping algorithm to advance the solution in time. The assumption regarding the axisymmetric nature of the structural geometry results in significant simplifications of the governing boundary integral equation and allows the existing BEM implementation for two-dimensional problems to be used as the basis for the solution method. The time-advancement algorithm was implemented such that radiation, scattering and floating body interactions can be simulated. Despite the focus on the time-domain investigations, the interactions were also considered in the frequency-domain to complement the time-domain results and for the purposes of verification. The analytical frequency-domain investigations are particularly relevant to highly resonant interactions where the response of the fluid and structure is related to the location of the resonance in the complex frequency plane. The complementary frequency-domain analysis was utilised in the development of a damped harmonic oscillator model to approximate the transient fluid motions in resonant scattering interactions. Passive trapped modes which can be supported by both fixed and floating structures were discovered in frequency-domain uniqueness investigations in the water-wave problem for a floating structure and their existence was confirmed in both two and three dimensions using time-domain excitation simulations. Finally, the time-domain BEM code was utilised to simulate various wave-structure interactions of practical interest.
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Lubbad, Raed Khalil. "Some Aspects of Arctic Offshore Floating Structures." Doctoral thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for bygg, anlegg og transport, 2011. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-12334.

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The present work highlights some aspects related to the analyses of Arctic offshore floating structures. This thesis consists of five papers, which can be divided into two main categories. One category deals with the dynamics of slender structures with an emphasis on the prediction and suppression of vortex induced vibrations (VIV), and the other category examines the process of interaction between sloping structures and sea ice with focus on developing a numerical model to simulate this process in real time. Slender structures, such as mooring lines and marine risers, are very important for the offshore petroleum industry, which is currently approaching deeper waters. Increasingly, attention has been focused on predicting the susceptibility of these structures to VIV. In this thesis, two asymptotic techniques namely, the local analysis and the WKB methods, were used to derive closed-form solutions for the natural frequencies and mode shapes of slender line-like structures. Both the top-tensioned nearly-vertical configuration and the catenary configuration were considered. The accuracy of the solutions derived was established through comparison with other analytic solution techniques and with results of numerical finite element solutions. The effects of the bending stiffness and the effects of approximating the tension variation as a linear function were discussed. Experimental data on the multi-modal in-line and cross-flow response behaviour of a towed catenary model were analysed to examine the usefulness of the solutions for predicting the response frequencies and envelopes due to VIV. Helical strakes are often used as a mitigating measure to suppress the VIV of slender structures. This thesis presented an innovative method to fit ropes helically to a riser in the installation phase. Such a procedure will help to overcome the handling problem associated with the use of conventional sharp-edged strakes. Experimental investigations were then performed to verify the efficiency of these ropes (round-sectioned helical strakes) in suppressing VIV. Systematic experimental investigations including twenty-eight configurations of round-sectioned helical strakes were tested in an attempt to find the most suitable strake configuration. The effects of varying pitch, the surface roughness and the ratio between the cross-flow and in-line natural frequencies on the efficiency of the proposed configuration of round-sectioned helical strakes were also investigated. The process of interaction between sea ice and offshore sloping structures (e.g., conical structures and ship-shaped structures) is quite complex. Modelling this process is very demanding and often computationally expensive, which typically hinders the chances for realtime simulations. This kind of simulation can be very useful for training personnel for Arctic offshore operations and procedures, for analysing the efficiency of various ice management concepts and as a part of the onboard support systems for station keeping. The challenge of meeting the real-time criterion was overcome in the present work. This thesis developed a numerical model to simulate the process of interaction between sea ice and sloping structures in real time. In this model, only level- and broken-ice features were studied. New analytical closed-form solutions were established and used to represent the ice breaking process. PhysX was used for the first time to solve the equations of rigid body motions with six degrees of freedom for all ice floes in the calculation domain. The results of the simulator were validated against experimental data from model-scale and full-scale tests. Accurate predictions of ice actions are also vital to optimise the design of the structures in the Arctic regions. A good understanding of the role of seawater in the process of interaction between the sloping structures and level ice will help to establish reliable models to estimate the ice forces. This work formulated both the static and dynamic bending problems for a floating wedge-shaped ice beam interacting with an offshore sloping structure. For the dynamic interaction, the effects of the water foundation on the bending failure of the ice were studied by comparing the results of an elastohydrodynamic approach with a model of a Winkler foundation. The thesis also investigated the breaking lengths of the ice wedges (i.e., the frequency of the ice loads) as a function of the ice thickness, the compression in the ice and the acceleration of the interaction.
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Kathiroli, S. "Optimisation of members of floating offshore structures." Thesis, University of Liverpool, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.235703.

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Carter, Benjamin. "Water-wave propagation through very large floating structures." Thesis, Loughborough University, 2012. https://dspace.lboro.ac.uk/2134/12031.

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Proposed designs for Very Large Floating Structures motivate us to understand water-wave propagation through arrays of hundreds, or possibly thousands, of floating structures. The water-wave problems we study are each formulated under the usual conditions of linear wave theory. We study the frequency-domain problem of water-wave propagation through a periodically arranged array of structures, which are solved using a variety of methods. In the first instance we solve the problem for a periodically arranged infinite array using the method of matched asymptotic expansions for both shallow and deep water; the structures are assumed to be small relative to the wavelength and the array periodicity, and may be fixed or float freely. We then solve the same infinite array problem using a numerical approach, namely the Rayleigh-Ritz method, for fixed cylinders in water of finite depth and deep water. No limiting assumptions on the size of the structures relative to other length scales need to be made using this method. Whilst we aren t afforded the luxury of explicit approximations to the solutions, we are able to compute diagrams that can be used to aid an investigation into negative refraction. Finally we solve the water-wave problem for a so-called strip array (that is, an array that extends to infinity in one horizontal direction, but is finite in the other), which allows us to consider the transmission and reflection properties of a water-wave incident on the structures. The problem is solved using the method of multiple scales, under the assumption that the evolution of waves in a horizontal direction occurs on a slower scale than the other time scales that are present, and the method of matched asymptotic expansions using the same assumptions as for the infinite array case.
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Zhang, Yahui. "Response statistics of a floating vessel in spreading seas." Thesis, University of Cambridge, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.609145.

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Lui, Tin-pak. "Modular floating factory experimental offshore building components prefabrication /." Click to view the E-thesis via HKUTO, 2004. http://sunzi.lib.hku.hk/hkuto/record/B31987205.

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Mazaheri, Said. "Response based analysis of an FPSO due to arbitrary wave, wind and current loads." Thesis, University of Newcastle upon Tyne, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.289168.

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Ngai, Siu-kit Joanna. "Floating outdoor museum : journey through the historical path of Macau /." View the Table of Contents & Abstract, 2005. http://sunzi.lib.hku.hk/hkuto/record/B34613626.

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Books on the topic "Floating structures"

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Wang, C. M., and B. T. Wang, eds. Large Floating Structures. Singapore: Springer Singapore, 2015. http://dx.doi.org/10.1007/978-981-287-137-4.

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Wang, Chien-ming. Very large floating structures. New York, NY: Taylor & Francis, 2007.

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Okada, Tetsuo, Katsuyuki Suzuki, and Yasumi Kawamura, eds. Practical Design of Ships and Other Floating Structures. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-4624-2.

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Okada, Tetsuo, Katsuyuki Suzuki, and Yasumi Kawamura, eds. Practical Design of Ships and Other Floating Structures. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-4672-3.

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Okada, Tetsuo, Katsuyuki Suzuki, and Yasumi Kawamura, eds. Practical Design of Ships and Other Floating Structures. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-4680-8.

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Japan) International Workshop on Very Large Floating Structures (1996 Hayama-machi. Very large floating structures: [proceedings of International Workshop on Very Large Floating Structures], Hayama, Kanagawa, Japan, November 25-28, 1996. [Kanagawa, Japan]: Ship Research Institute, Ministry of Transport, 1996.

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Floating ports: Design and construction practices. Houston: Gulf Pub. Co., Book Division, 1986.

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Workshop, on Floating Structures and Offshore Operations (1987 Wageningen Netherlands). Floating structures and offshore operations: Proceedings of a Workshop on Floating Structures and Offshore Operations, Wageningen, the Netherlands, 19-20 November 1987. Amsterdam: Elsevier, 1987.

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Shipping, American Bureau of. Guide for building and classing floating production, storage, and offloading systems. New York, N.Y: American Bureau of Shipping, 1996.

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Turkey. Shipping, Louisiana Offshore Oil Port: Agreement between the United States of America and Turkey, effected by exchange of notes, signed at Washington April 9 and 10, 1984. Washington, D.C: Dept. of State, 1992.

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Book chapters on the topic "Floating structures"

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Ueda, S. "Floating Oil Storage Base." In Large Floating Structures, 91–105. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-137-4_4.

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Halkyard, J. "Large Spar Drilling and Production Platforms for Deep Water Oil and Gas." In Large Floating Structures, 221–60. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-137-4_9.

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Wang, C. M., and B. T. Wang. "Great Ideas Float to the Top." In Large Floating Structures, 1–36. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-137-4_1.

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Yee, A. A. "OTEC Platform." In Large Floating Structures, 261–80. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-137-4_10.

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Palo, Paul. "Mobile Offshore Base." In Large Floating Structures, 281–302. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-137-4_11.

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Callebaut, Vincent. "Lilypad: Floating Ecopolis for Climatical Refugees." In Large Floating Structures, 303–27. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-137-4_12.

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Koh, H. S., and Y. B. Lim. "Floating Performance Stage at the Marina Bay, Singapore." In Large Floating Structures, 37–59. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-137-4_2.

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Watanabe, E., T. Maruyama, S. Ueda, and H. Tanaka. "Yumemai Floating Swing Arch Bridge of Osaka, Japan." In Large Floating Structures, 61–90. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-137-4_3.

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Kusaka, Tadasu, and Shigeru Ueda. "Ujina Floating Ferry Pier and Kan-On Floating Breakwater, Japan." In Large Floating Structures, 107–27. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-137-4_5.

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Utsunomiya, T., I. Sato, T. Shiraishi, E. Inui, and S. Ishida. "Floating Offshore Wind Turbine, Nagasaki, Japan." In Large Floating Structures, 129–55. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-137-4_6.

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Conference papers on the topic "Floating structures"

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Vada, T. "An Investigation of the Effect of Internal Fluid Dynamics on the Fatigue on an FPSO." In Structural Load & Fatigue on Floating Structures 2015. RINA, 2015. http://dx.doi.org/10.3940/rina.slf.2015.01.

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Ommani, B., H. Lie, V. O. Aksnes, N. Fonseca, P. A. Berthelsen, and S.-A. Reinholdtsen. "Extreme Wave Loads on Semi-Submersible Platform Columns, A Case Study." In Structural Load & Fatigue on Floating Structures 2015. RINA, 2015. http://dx.doi.org/10.3940/rina.slf.2015.02.

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Thies, P. R., S. Crowley, L. Johanning, W. Micklethwaite, H. Ye, D. Tang, L. Cui, and X. Li. "Novel Mooring Design Options for High-Intensity Typhoon Conditions – An Investigation for Wave Energy in China." In Structural Load & Fatigue on Floating Structures 2015. RINA, 2015. http://dx.doi.org/10.3940/rina.slf.2015.05.

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Paphos, SJ, and E. Marnburg. "Fatigue Strength Analysis for Detailed FE Models in Jack-Up Vessels." In Structural Load & Fatigue on Floating Structures 2015. RINA, 2015. http://dx.doi.org/10.3940/rina.slf.2015.03.

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Spronson, R. A., and J. E. Bradon. "Wave Spectral Characterisation for Fatigue Calculations." In Structural Load & Fatigue on Floating Structures 2015. RINA, 2015. http://dx.doi.org/10.3940/rina.slf.2015.06.

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Brazdis, S., L. V. Anghel, A. Cobzaru, and C. M. Coreschi. "From Tanker to FSO/FPSO: A Structural Analysis Challenge." In Structural Load & Fatigue on Floating Structures 2015. RINA, 2015. http://dx.doi.org/10.3940/rina.slf.2015.04.

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Suzuki, H., H. R. Riggs, M. Fujikubo, T. A. Shugar, H. Seto, Y. Yasuzawa, B. Bhattacharya, D. A. Hudson, and H. Shin. "Very Large Floating Structures." In ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29758.

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Very Large Floating Structure (VLFS) is a unique concept of ocean structures primary because of their unprecedented length, displacement cost and associated hydroelastic response. International Ship and Offshore Structures Congress (ISSC) had paid attention to the emerging novel technology and launched Special Task Committee to investigate the state of the art in the technology. This paper summarizes the activities of the committee. A brief overview of VLFS is given first for readers new to the subject. History, application and uniqueness with regard to engineering implication are presented. The Mobile Offshore Base (MOB) and Mega-Float, which are typical VLFS projects that have been investigated in detail and are aimed to be realized in the near future, are introduced. Uniqueness of VLFS, such as differences in behavior of VLFS from conventional ships and offshore structures, are described. The engineering challenges associated with behavior, design procedure, environment, and the structural analysis of VLFS are introduced. A comparative study of hydroelastic analysis tools that were independently developed for MOB and Mega-Float is made in terms of accuracy of global behavior. The effect of structural modeling on the accuracy of stress analysis is also discussed. VLFS entails innovative design methods and procedure. Development of design criteria and design procedures are described and application of reliability-based approaches are documented and discussed.
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Klein, Joseph. "FDR: Floating Detour Roadway." In Structures Congress 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)137.

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FRENCH, MARK, THOMAS NOLL, DALE COOLEY, ROBERT MOORE, and FAUSTINO ZAPATA. "Flutter investigations involving a free floating aileron." In 28th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1987. http://dx.doi.org/10.2514/6.1987-909.

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Perez, R., and M. Lamas. "Developments in Fixed and Floating Offshore Concrete Structures." In ICSOT Korea 2012 - Developments in fixed and floating offshore structures. RINA, 2012. http://dx.doi.org/10.3940/rina.icsot.2012.10.

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Reports on the topic "Floating structures"

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Panchang, Vijay. Development of a Model for Coastal Waves and Floating Structures. Fort Belvoir, VA: Defense Technical Information Center, September 1999. http://dx.doi.org/10.21236/ada629843.

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