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Journal articles on the topic 'Floating structures'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Ibedou, Ismail, Salah E. Abbas, and Mesfer H. Alqahtani. "Defining New Structures on a Universal Set: Diving Structures and Floating Structures." Mathematics 13, no. 11 (2025): 1859. https://doi.org/10.3390/math13111859.

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This paper introduces new structures (DV, FL) on a set Ξ. They will be known as diving structures and floating structures. The pairs (Ξ,DV), (Ξ,FL) will be called diving spaces and floating spaces, respectively. These structures are not related to each other and are not related to any of the previous common structures such as topology, ideal, filter, grill or primal. We study some properties to characterize these new notions. Separation axioms and connectedness will be defined in these new spaces. When R is an equivalence relation on Ξ, rough sets in diving spaces and rough sets in floating sp

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2

Freeman, Elizabeth, Kristen Splinter, and Ron Cox. "FLOATING BREAKWATERS AS PUBLIC PLATFORMS â€“ 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 w

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3

Wang, Shengzhe. "SPH AND ANALYTICAL MODELING OF AN URBAN FLOATING STRUCTURE FOR COASTAL EXPANSION." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 12. http://dx.doi.org/10.9753/icce.v37.structures.12.

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The development of large-scale floating structures is recognized by the American Society of Civil Engineers as a critical step towards resilient coastal cities for climate change adaptation (ASCE, 2019). Yet, a lack of design guidelines acts to limit their development at the community scale. In response, we demonstrate and validate the applicability of a simplified analytical procedure against numerical solutions to elucidate the dynamics of a freely-floating pontoon-building system. This effectively presents a pathway towards the evaluation of structural requirements for the realization of fl

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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 (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

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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 (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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Liu, Zihan, Nils Goesberg, and Lorenzo Cappietti. "WAVE-TRANSMISSION OF VERY LARGE AND FIXED BOTTOM-DETACHED BREAKWATERS IN A NUMERICAL WAVE FLUME." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 109. https://doi.org/10.9753/icce.v38.structures.109.

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Climate change and energy crisis are fueling wide concern. Coastal areas are prone to the effects of sea level rise and change of wave conditions as the results of extreme conditions and the increasing number of coastal risks. These phenomena drive coastal erosion, and the lack of alternative dwelling space leads to the higher density urban structures in coastal communities. Expanding human’s activity space toward exposed offshore marine areas is a big challenge in term of scientific and technological issues. The use of floating structures, such as the Very Large Floating Structure (VLFS) (Bou

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Queiroz, Kristian Oliveira de. "FLOATING TERRITORIAL ARRANGEMENTS OF THE RIVER LAKE OF TEFÉ AND COARI IN THE AMAZONAS." Mercator 21, no. 1 (2022): 1–12. http://dx.doi.org/10.4215/rm2022.e21011.

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The largest urban centers of the Middle Solimões River region in Amazonas State, the cities of Tefé and Coari, have hundreds of traditional Amazonian fluvial structures exercising different spatial functions, they are the floating ones. The objective of this article is to understand the role of the floatings in these cities for regional development and territorial integration. At first, a classification is proposed based on the identification of the residential, commercial, institutional and service functions performed by the floatings in both lakes. Then, a characterization and classification

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ElDarwich, Hamid S., and Krisna Adi Pawitan, Iman Mansouri, Maria M. Garlock. "HYDROSTATIC STABILITY EXPLORATION ON FLOATING STRUCTURES USING MACHINE LEARNING." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 78. http://dx.doi.org/10.9753/icce.v37.structures.78.

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A hydrostatic stability analysis is an important first step in designing floating structures. Most of the currently available commercial software is limited to hydrostatic stability curves. Current research tries to address this limitation, by developing a framework which couples numerical hydrostatic stability analysis based on potential energy minimization, with a machine learning (ML) model based on genetic programming (GP). In this way, potential energy functions are efficiently obtained. The resulting analytical formulations offer a wider understanding of the hydrostatic stability of floa

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9

Bianco, Marco Del, Marco Tartaglini, Leopoldo Franco, Paolo De Girolamo, Piero Ruol, and Andrea Padovan. "NUMERICAL MODELLING OF WAVE DISTURBANCE IN A HARBOUR IN THE PRESENCE OF A FLOATING BREAKWATER." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 84. https://doi.org/10.9753/icce.v38.structures.84.

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Floating Breakwaters (FB or Floating Wave Attenuator) find application in coastal areas characterized by limited wave height and short period, such as lakes, sheltered bays, or within ports. Nowadays, it is possible to construct precast reinforced concrete structures of significant size and displacement, which, when connected in series and/or in parallel, form a robust, and durable floating barrier. These structures generally have high costs, and their use should therefore be carefully evaluated in relation to their benefits (mainly environmental). Assessing wave disturbance inside a port or m

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10

Gurnari, Luana, Pasquale Filianoti, Claudio De Capua, et al. "DESIGN OF A FLOATING PLATFORM FOR AN INNOVATIVE DUCTED WIND TURBINE." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 91. http://dx.doi.org/10.9753/icce.v37.structures.91.

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This paper analyses the dynamics loads exerted by waves on a floating offshore platform in the Straits of Messina, (South of Italy), hosting an innovative ducted wind turbine. The force exerted by largest sea waves occurring during lifetime on the floating platform are predicted by the quasi-determinism theory, which foresees what happens if a group of waves of exceptionally large height occurs at a given point in the sea.

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Ozbahceci, Berguzar Oztunali, Hilal Celik, Elif Girgin, Ahmet Cevdet Yalciner, and Gozde Guney Dogan. "EFFECT OF TSUNAMI INDUCED CURRENTS ON FLOATING PONTOONS WITH THE MOORING LINES." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 20. http://dx.doi.org/10.9753/icce.v37.structures.20.

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A strong earthquake (Mw=6.6) of normal faulting striking about E-W occurred on October 30, 2020, between offshore Seferihisar (Izmir, Turkey) and Samos Island (Greece). The earthquake generated a tsunami that affected a region in the Aegean Coast of Turkey from Cesme Alacati in the northwestern part to Gumuldur coast in the southeastern part. The tsunami caused a change in the sea water level, inundations, and severe damage to marine vessels and coastal structures. Especially, floating docks in Teos Marina, Seferihisar were highly damaged due to tsunami hydrodynamic forces (GEER, 2020). It was

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Koto, Jaswar, and C. L. Siow. "Experimental Study of Gap Distance between Floating Structures in Tandem Arrangement." Journal of Ocean, Mechanical and Aerospace -science and engineering- (JOMAse) 9, no. 1 (2014): 1–8. https://doi.org/10.36842/jomase.v9i1.486.

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This research is proposed to study the effect of wave condition to the distance between floating structures which arranged in tandem arrangement. The evaluation on the gap distance between floating structures is an important study for offshore liquefied natural gas, LNG offloading system because small gap distance between floating structures is needed to guarantee the effectiveness of LNG transfer from FPSO to ship but collision between floating structures should be avoided. Therefore, the gap distance between floating structures becomes a main factor to ensure the safety of the arrangement an

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Bi, Cheng, and Adrian Wing-Keung Law. "AN EXPERIMENTAL STUDY ON A COMPLIANT FLOATING PLATFORM WITH A FRONT BARRIER UNDER WAVE ACTION." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 7. http://dx.doi.org/10.9753/icce.v37.structures.7.

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In recent years, solar power production has become the major source of renewable energy to combat climate change (Sahu et al., 2016), and floating solar farms (FSFs) are being explored on water space such as reservoirs and lakes at various major cities (Bi et al., 2021). Compared to the traditional ground-based solar farm, FSF requires no land use and the power generation efficiency can be increased potentially due to the watercooling effect (Golroodbari and van Sark, 2020). In addition, the coastal environment with more water space is also being considered for future development of FSF. With

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14

Wang, Kun, Guo-Kang Er, and Vai Pan Iu. "Seismic analysis of nonlinear offshore moored floating structures." Advances in Structural Engineering 21, no. 9 (2017): 1361–75. http://dx.doi.org/10.1177/1369433217744356.

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This article presents a numerical model for solving the nonlinear random vibrations of offshore moored floating structures under seismic excitation. The offshore moored floating structure consists of the floating platform and mooring cables. The floating platform is considered as a rigid body with 3 degrees of freedom. The nonlinear equations of motions of the mooring cables are established using the nonlinear cable elements that are formulated based on the extended Hamilton principle. The nonlinear hydrodynamic drag forces that act on both the floating platform and cables are considered. In o

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15

Palmieri, Micol, Ilaria Giannetti, and Andrea Micheletti. "Floating-bending tensile-integrity structures." Curved and Layered Structures 8, no. 1 (2021): 89–95. http://dx.doi.org/10.1515/cls-2021-0008.

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Abstract This is a conceptual work about the form-finding of a hybrid tensegrity structure. The structure was obtained from the combination of arch-supported membrane systems and diamond-type tensegrity systems. By combining these two types of structures, the resulting system features the “tensile-integrity” property of cables and membrane together with what we call “floating-bending” of the arches, a term which is intended to recall the words “floating-compression” introduced by Kenneth Snelson, the father of tensegrities. Two approaches in the form-finding calculations were followed, the Mat

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16

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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17

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

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18

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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19

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

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20

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

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21

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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22

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

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23

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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Koto, Jaswar, and C. L. Siow. "Concept of Gap Distance in Motion Interaction between Multiple Floating Bodies." Journal of Ocean, Mechanical and Aerospace -science and engineering- (JOMAse) 2, no. 1 (2013): 13–19. https://doi.org/10.36842/jomase.v2i1.504.

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Conceptual study on gap distance between multiple floating structures system was related to the effect of wave particle motion on structure motion. The evaluation on the gap distance between floating structures is an important study for multiple floating structures system especially for deep water liquefied natural gas, LNG exploration because the small gap distance between floating structures is needed to guarantee the effectiveness of LNG transfer. This conceptual study only discussed the effect of wave particle motion to the varying of gap distance between structures based on theoretical po

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VADNAL, AARTI SHRINIWAS, PALLAVI VYANKATESH KODAM, and KOMAL VITTAL BALINGAL. "FLOATING BRIDGE." IJIERT - International Journal of Innovations in Engineering Research and Technology NITET-18 (March 17, 2018): 3. https://doi.org/10.5281/zenodo.1451275.

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<strong>Very large floating structures (VLFS) have attracted the attention of architects,city planners and because they provide an exciting environmentally friendly solution for land creation from sea has opposed to the traditional land reclamation method . The application of VLFS as a floating piers,floating hotels,floating fuel storage facilities,floating stadia,floating bridges,floating airports,and even floating cities have trigged extensive research studies in the past two decades. The VLFS technology has developed considerably and there are many innovative methods proposed to minimize th

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Liang, Bing Nan, Hong Liang Yu, and Yu Chao Song. "Analysis of Damping Performance for Cabin Deck Covered with Floating Floor Coverings." Advanced Materials Research 610-613 (December 2012): 2566–70. http://dx.doi.org/10.4028/www.scientific.net/amr.610-613.2566.

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Floating floor coverings are widely applied in ship structures. With regard to the laminated composite shells made up of floating floor coverings and cabin deck and based on ANSYS system, a dynamics analysis on structures of three different kinds of floating floors is performed using FEM built upon laminated shell elements. The influence of rockwool board in terms of thickness, density and elastic modulus on structure dynamic characteristics is discussed. The performances of vibration control of three different floating floor structures are compared. The FEM performs well in analyzing and calc

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Ali, Mir Tareque, and G. Sobahani. "A numerical investigation on hydrodynamic interaction coefficients for two freely floating barges of tandem configuration in waves." Journal of Naval Architecture and Marine Engineering 20, no. 3 (2023): 1–11. https://doi.org/10.3329/jname.v20i3.70314.

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While installing offshore structures two or more structures are observed floating close to each other in waves. Consequently, the adjacent floating structures influence the fluid loading on each body. Due to radiated waves produced by the motion of adjoining floating structures and the wave reflection or, sheltering effect because of the presence of these nearby structures, the wave loading for the multi-body case will be quite different from that of a single-body case. Accurate computation of hydrodynamic interaction coefficients and hydrodynamic coefficients are vital for a multiple floating

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28

Michele, Simone, Siming Zheng, Emiliano Renzi, Alistair Borthwick, and Deborah Greaves. "HYDROELASTIC THEORY FOR FLOATING PLATES OF VARIABLE FLEXURAL RIGIDITY." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 17. https://doi.org/10.9753/icce.v38.structures.17.

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We present a theoretical model of the hydrodynamic behaviour of a floating flexible plate of variable flexural rigidity connected to the seabed by a spring/damper system. Decomposition of the response into natural modes allows us to investigate the hydroelastic behaviour of the plate subject to monochromatic incident free-surface waves. We show that spatially dependent plate stiffness affects the eigenfrequencies and modal shapes, with direct consequences on plate dynamics. We also examine how plate length and Power Take-Off distribution affect the response of the system and its consequent abs

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Beckman, Jesse Nathaniel, Julia Hopkins, Andrew Winter, Gabriel Cira, and Louiza Wise. "UNDERSTANDING THE WAVE ATTENUATION CAPACITY OF A VEGETATED FLOATING CANOPY." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 115. https://doi.org/10.9753/icce.v38.structures.115.

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Nature-based solutions (NBS) are being explored as a sustainable, adaptable option for coastal protection in urban areas to combat rising sea levels and intensifying extreme storms without relying on traditional grey infrastructure (e.g., groins and seawalls; [Temmerman et al., 2013; Zhu et al., 2020; Hopkins et al., 2022; Landmann et al., 2022]). However, NBS require more rigorous field and laboratory datasets to both quantify their efficacy as protection against coastal flooding and to assist in identifying important design parameters [Zhu et al., 2020; Hopkins et al., 2022; Landmann et al.,

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JAMDAR, AMEERHUSSAIN SUHELAHMED, and SANGAVE PRAKARSH. "SEISMIC RESPONSE OF MULTI-STORIED STRUCTURES WITH FLOATING COLUMNS." JournalNX - a Multidisciplinary Peer Reviewed Journal 3, no. 8 (2017): 32–39. https://doi.org/10.5281/zenodo.1420771.

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The civil engineering structures with floating column are a regular element in the cutting edge multistory construction. Such elements are profoundly undesirable in building implicit seismically dynamic ranges. This study highlights the significance of expressly perceiving the vicinity of the structures with and without floating columns. Seismic analysis is carried out on G+7 story building with the different alternative location for floating column considering the presence and absence of infill effect. Different structural configurations such as Floating column resting on the beam which is su

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31

Lorenzo, Matteo, Paolo Pezzutto, Filippo De Lillo, Piero Ruol, Federico Bosia, and Miguel Onorato. "ON THE BEHAVIOR OF A TETHERED CYLINDER ARRAY UNDER IRREGULAR WAVES." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 31. http://dx.doi.org/10.9753/icce.v37.structures.31.

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An interesting option for coastal wave attenuation can be provided by tethered floating breakwaters (see e.g. Agerton, 1976 and Seymour, 1979). This type of structure can be designed to be effective, while determining a very small impact on the environment (Dai, 2018). In principle, a regular lattice of reversed pendula (i.e. the breakwater) can be seen as an approximation to a mechanical metamaterial with interesting properties related to its periodic structure. The tethered floating breakwater we are studying has been designed as a finite lattice of submerged inverse pendula. The objective i

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32

Isaacson, Michael, and John Baldwin. "Moored structures in waves and currents." Canadian Journal of Civil Engineering 23, no. 2 (1996): 418–30. http://dx.doi.org/10.1139/l96-046.

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The present paper provides a brief review of the analysis of moored floating structures in waves and currents. A hydrodynamic analysis is required in order to predict wave and current effects on floating structures, and corresponding numerical models for determining transmitted and reflected wave heights, added masses, damping coefficients, and wave exciting forces are summarized. A mooring analysis is required in conjunction with the hydrodynamic analysis in order to calculate the restraint provided by the mooring system, as well as the structure motions, mooring line and anchor loads, and mo

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Çubuk, Gencay. "The Evolution of the Architectural Image of Floating Structures Through Mobility and Inflatability Themes." Architecture Image Studies 4, no. 1 (2023): 22–31. https://doi.org/10.62754/ais.v4i1.65.

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The aim of the study is to evaluate the latest developments in floating architecture examples and to show the importance of the themes of mobility and inflatability in the evolution of the architectural image related to floating structures in terms of future architectural products. The scope of the study includes studies of theoretical figures, including floating architecture examples and detailed theoretical explanations about these examples. The method of the study was determined as literature review. In this way, prominent examples and works are evaluated and compared. The original value of

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Fernandez, Carlos, and Tom Baldock. "MEASUREMENT AND CFD MODELLING OF A FLOATING PARABOLIC BEACH SHAPED BREAKWATER." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 41. https://doi.org/10.9753/icce.v38.structures.41.

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Offshore aquaculture systems require protection from extreme seas and swell waves. Floating wave breakwaters are generally ineffective for long waves and transmission coefficients increase rapidly as wave steepness decreases (Dai et al., 2018, Zheng et al., 2018). This paper outlines the development of a novel floating breakwater, which self- adjusts to form a parabolic beach shape, inducing energy loss through wave breaking. The beach shape can be easily altered through ballast. A small-scale physical model is developed, and measurements of transmission coefficients are compared to a CFD (Flo

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35

Ueda, Shigeru. "Present State of Concrete Floating Structures." Concrete Journal 33, no. 6 (1995): 5–13. http://dx.doi.org/10.3151/coj1975.33.6_5.

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East, Matthew. "Design for accessibility for floating structures." Proceedings of the Institution of Civil Engineers - Maritime Engineering 171, no. 3 (2018): 98–108. http://dx.doi.org/10.1680/jmaen.2018.12.

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WADA, Kouzou, Toshiyuki KANOU, Tomoo MAKABE, Kazuyoshi KIHARA, Masami MATSUURA, and Keisuke SASAJIMA. "RESEARCH ON ANTI-ROLLING FLOATING STRUCTURES." PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN 17 (2001): 199–204. http://dx.doi.org/10.2208/prooe.17.199.

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Sharma, Susheel, SS Rajput, and SS Jamuar. "Floating-gate MOS Structures and Applications." IETE Technical Review 25, no. 6 (2008): 338. http://dx.doi.org/10.4103/0256-4602.45426.

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Stockstill, Richard L., Steven F. Daly, and Mark A. Hopkins. "Modeling Floating Objects at River Structures." Journal of Hydraulic Engineering 135, no. 5 (2009): 403–14. http://dx.doi.org/10.1061/(asce)0733-9429(2009)135:5(403).

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NAGAI, Minoru, Kazumasa AMEKU, Koutarou MATSUDA, Yoshioki NAGAI, and Tatsuya IZUMIKAWA. "1008 Mooring Method of Floating Structures." Proceedings of Conference of Kyushu Branch 2005.58 (2005): 373–74. http://dx.doi.org/10.1299/jsmekyushu.2005.58.373.

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41

Azalinov, Dmitri. "Localized modes of long floating structures." Journal of the Acoustical Society of America 105, no. 2 (1999): 1349. http://dx.doi.org/10.1121/1.426397.

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42

Halim, Muhammad Farid Abdul, and Jaswar Koto. "Hydrodynamic Interaction of Three Floating Structures." Journal of Ocean, Mechanical and Aerospace -science and engineering- (JOMAse) 8, no. 1 (2014): 1–11. https://doi.org/10.36842/jomase.v8i1.490.

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This study will highlight the motion characteristics of single body and multiple bodies of offshore structures due to the effect of hydrodynamic interaction by considering the gap distance, the presence of number of neighboring structures and the wave direction headings. In order to analyze the added mass, radiation damping and motion responses that are developed during the interaction between structures, commercial software ANSYS AQWA is used. The analysis are executed by using 100 m diameter of round-shaped FPSO as the reference point for a single body where it is compared with two bodies an

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Zhang, Ruo Yu, Chao He Chen, You Gang Tang, and Xiao Yan Huang. "Research Development and Key Technical on Floating Foundation for Offshore Wind Turbines." Advanced Materials Research 446-449 (January 2012): 1014–19. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1014.

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The water area in which water depth is deeper than 50m has special advantage in wind turbine generation, because there are the stable wind speed and small Wind-shear. In such sea area, the offshore wind energy generating equipments should be set up on floating foundation structure. Therefore, it is of great significance to study the floating foundation structures that are available for offshore wind energy generation for the industrialization of the offshore wind power generation. In this paper, the basic type and working principles are reviewed for some novel floating structures developed in

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JAMDAR, AMEERHUSSAIN SUHELAHMED PRAKARSH SANGAVE. "SEISMIC RESPONSE OF MULTI-STOREY STRUCTURES WITH FLOATING COLUMNS." JournalNX - A Multidisciplinary Peer Reviewed Journal 3, no. 8 (2018): 32–39. https://doi.org/10.5281/zenodo.1158346.

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The civil engineering structures with floating column are a regular element in the cutting edge multistory construction. Such elements are profoundly undesirable in building implicit seismically dynamic ranges. This study highlights the significance of expressly perceiving the vicinity of the structures with and without floating columns. Seismic analysis is carried out on G+7 story building with different alternative location for floating column considering the presence and absence of infill effect.

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45

Kwon, Chae-Won, Su-Young Lee, Do-Sam Kim, and Kwang-Ho Lee. "An Experimental Study on the Effects of Perforated Floating Structures and Submerged Plates for Wave Control and Motion Reduction of Pile-Moored Floating Piers." Journal of Korean Society of Coastal and Ocean Engineers 36, no. 3 (2024): 116–27. http://dx.doi.org/10.9765/kscoe.2024.36.3.116.

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The floating pier is a representative type of floating structure installed along the coast, primarily used as a facility for berthing and mooring ships. Additionally, ongoing attempts have been made to utilize it for various purposes, such as wave control and wave energy conversion structures. In this study, we experimentally investigated the reflection and motion characteristics of a pile-moored floating pier, which allows heave and limited roll motion, with respect to the presence of perforated structures and the attachment of submerged plates. The hydraulic experiment results indicated that

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46

Kramar, Vadim, Anna Rodkina, Olga Ivanova, Sergei Chernyi, and Anton Zinchenko. "Analysis Technology and Cathodic Protection for Hull Structures of Ships and Floating Facilities." Inventions 6, no. 4 (2021): 74. http://dx.doi.org/10.3390/inventions6040074.

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Studies overviewed in the paper have yielded a number of new scientific results including the following: suggested is a technique for conducting experimental investigations of electrochemical characteristics of hull structures of ships and floating facilities on the juvenile surface under cathodic polarization in a test seawater solution with the use of the test facility developed for investigating electrochemical characteristics of hull structures of ships and floating facilities on the juvenile surface under cathodic polarization; obtained are the results of laboratory experiments on various

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Lopez, Mario, Francisco Taveira-Pinto, and Paulo Rosa-Santos. "NUMERICAL MODELLING AND POWER TAKE OFF CHARACTERIZATION OF A WAVE ENERGY CONVERTER WITH BOUNDARY ELEMENT METHOD." Coastal Engineering Proceedings, no. 35 (June 23, 2017): 27. http://dx.doi.org/10.9753/icce.v35.structures.27.

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This paper deals with the numerical modelling of an innovative technology for harnessing wave energy and its power take-off system. The investigated wave energy converter is CECO, a device based on the principles of oscillating bodies that is being developed at the Faculty of Engineering of the University of Porto, Portugal. The particularity of this concept lies on the relative motion between a floating part and a supporting one, which is restricted to translations along an inclined direction. First, the wave energy converter is modelled in the frequency domain by means of a panel model that

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Hiraishi, Kohshi, and Taro Arikawa. "DEVELOPMENT OF PREDICTING MOTION OF FLOATING CAISSON UNDER REGULAR AND IRREGULAR WAVES." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 32. http://dx.doi.org/10.9753/icce.v37.structures.32.

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Breakwaters for outer harbor facilities are considerably affected by wave conditions, rendering the control of caisson motion difficult. Its motion during breakwater installation is important to improve its operational efficiency and safety. In recent years, caisson motion has been studied using 3D solid-gas-liquid three-phase simulations. Nakamura et al. (2021) investigated the dynamic characteristics of floating caissons under regular and irregular waves. Takagi et al. (2021) studied its sway and contact with mounds when the bottom clearance was changed and demonstrated the validity of their

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Ruol, Piero, Barbara Zanuttigh, Luca Martinelli, Peter Kofoed, and Peter Frigaard. "NEAR-SHORE FLOATING WAVE ENERGY CONVERTERS: APPLICATIONS FOR COASTAL PROTECTION." Coastal Engineering Proceedings 1, no. 32 (2011): 61. http://dx.doi.org/10.9753/icce.v32.structures.61.

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Aim of this note is to analyse the possible application of a Wave Energy Converter (WEC) as a combined tool to protect the coast and harvest energy. Physical model tests are used to evaluate wave transmission past a near-shore floating WEC of the wave activated body type, named DEXA. Efficiency and transmission characteristics are approximated to functions of wave height, period and obliquity. Their order of magnitude are 20% and 80%, respectively. It is imagined that an array of DEXA is deployed in front of Marina di Ravenna beach (IT), a highly touristic site of the Adriatic Coast. Based on

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Gu, Nan, Deli Liang, Xueqian Zhou, and Huilong Ren. "A CFD-FEA Method for Hydroelastic Analysis of Floating Structures." Journal of Marine Science and Engineering 11, no. 4 (2023): 737. http://dx.doi.org/10.3390/jmse11040737.

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The so-called large multi-body floating offshore structure is a new type of offshore structure with a huge and extremely flat deck area, which has a promising prospect as a floating port and also in applications in the area of marine space exploitation. Due to its unique structural form, the hydrodynamic and structural response characteristics are very complex. Specifically, due to the instantaneous position variation in the body surface, the nonlinearity of the free surface, the interactions between floating bodies, and the elastic deformation of floating bodies, the nonlinear factors are sig

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