Bibliografías temáticas / Recurved parapet

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Literatura académica sobre el tema "Recurved parapet"

Autor: Grafiati
Publicado: 15 de febrero de 2025
Última modificación: 31 de julio de 2025

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Artículos de revistas sobre el tema "Recurved parapet"

1

Castellino, Myrta, Paolo De Girolamo, Viola Monaci, Alessandro Romano, and Javier L. Lara. "CONFINED-CREST IMPACT: THE INFLUENCE OF THE TOE BERM ON THE IMPULSIVE LOAD CONDITIONS." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 17. http://dx.doi.org/10.9753/icce.v37.structures.17.

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Composite vertical breakwaters are coastal structures used to defend port basins from waves in intermediate and deep water conditions. In order to safely use the inner side of harbors, it is important to limit wave overtopping. Parapet walls are used for this purpose. To improve the hydraulic efficiency of the parapet wall with a fixed crown wall height, the wall can be shaped giving rise to a recurved overhand toward the sea. Its function is to deflect back the incident waves. Recently, it has been shown that the interaction between non-breaking waves and recurved parapet can induce impulsive
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2

Castellino, Myrta, Javier L. Lara, Alessandro Romano, Iñigo J. Losada, and Paolo De Girolamo. "WAVE LOADING FOR RECURVED PARAPET WALLS IN NON-BREAKING WAVE CONDITIONS: ANALYSIS OF THE INDUCED IMPULSIVE FORCES." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 34. http://dx.doi.org/10.9753/icce.v36.papers.34.

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This paper describes 2-D numerical simulations aiming to reproduce the pressure impulse named confined-crest impact (Castellino et al., 2018), which occurs when a recurved parapet wall and non-breaking wave conditions are interacting. The simulations are carried out by using the IH2VOF and IHFOAM, the latter developed as OpenFOAM additional library. The results show a large increase of the pressures and forces value when the recurved part of the vertical parapet results completely occluded by the non-breaking wave crest. A sensitivity analysis has been carried out to study the influence of the
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3

Dermentzoglou, Dimitrios, Myrta Castellino, Paolo De Girolamo, Maziar Partovi, Gerd-Jan Schreppers, and Alessandro Antonini. "Crownwall Failure Analysis through Finite Element Method." Journal of Marine Science and Engineering 9, no. 1 (2020): 35. http://dx.doi.org/10.3390/jmse9010035.

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Several failures of recurved concrete crownwalls have been observed in recent years. This work aims to get a better insight within the processes underlying the loading phase of these structures due to non-breaking wave impulsive loading conditions and to identify the dominant failure modes. The investigation is carried out through an offline one-way coupling of computational fluid dynamics (CFD) generated wave pressure time series and a time-varying structural Finite Element Analysis. The recent failure of the Civitavecchia (Italy) recurved parapet is adopted as an explanatory case study. Moda
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4

Ravindar, Rajendran, V. Sriram, Stefan Schimmels, and Dimitris Stagonas. "LARGE-SCALE AND SMALL-SCALE EFFECTS IN WAVE BREAKING INTERACTION ON VERTICAL WALL ATTACHED WITH LARGE RECURVE PARAPET." Coastal Engineering Proceedings, no. 36v (December 31, 2020): 22. http://dx.doi.org/10.9753/icce.v36v.papers.22.

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Two sets of experiments on the vertical wall attached with recurve parapets performed at 1:1 and 1:8 scale are compared to study the influence of scale, model and laboratory effects. The small-scale (1:8) experiment scaled to large-scale (1:1) using Froude scaling, and Cuomo et al. (2010) method are compared. Comparing both the methods for scaling impact pressure, Cuomo et al. (2010) predicts well in the impact zone, whereas Froude scaling is better in the up-rushing zone. In estimating integrated impact force, Froude scaling method over-estimates compared to Cuomo et al. (2010). Overall, Cuom
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5

Chen, Songtao, Weiwen Zhao, and Decheng Wan. "Numerical Study on Breaking Wave Interaction with Vertical Wall Attached with Recurved Parapet." International Journal of Offshore and Polar Engineering 33, no. 2 (2023): 132–40. http://dx.doi.org/10.17736/ijope.2023.ak53.

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Castellino, Myrta, John Alderson, Gabriele Lanza, et al. "THE NEW OFFSHORE RAVENNA LNG TERMINAL (IT): COMPARISON BETWEEN EXPERIMENTAL AND NUMERICAL SIMULATIONS." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 73. https://doi.org/10.9753/icce.v38.structures.73.

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The Italian company SNAM is planning a new offshore terminal for the import of Liquefied Natural Gas (LNG) that will be located in the northern Adriatic, SE of the Port of Ravenna. The new terminal involves the permanent mooring of a Floating, Storage, and Regasification Unit (FSRU) at a jetty. The FSRU will be supplied with LNG by carrier ships using the ship-to-ship transfer technique. The terminal will be protected by a vertically composite breakwater equipped with a recurved parapet wall and anti-reflective cells. The combination of anti-reflective cells and recurved walls represents the b
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7

Suzuki, Tatsuki, and Kojiro Suzuki. "COUNTERMEASURES AGAINST SEA LEVEL RISE USING SEAWALL WITH MULTIPLE WAVE OVERTOPPING MEASURES (SMO)." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 51. https://doi.org/10.9753/icce.v38.structures.51.

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In Japan, there are many seawalls where it is difficult to raise the crown height from the viewpoint of obstacle limitation surfaces at airports and deteriorated landscapes. As a measure to reduce the wave overtopping rate and lower the crest height, a seawall with multiple wave overtopping measures (SMO), which combines a Recurved Parapet (R.P.), a Double Parapet (D.P.), and a Permeable Layer (P.L.). SMO creates a beautiful coastal landscape and is used as a place of relaxation for the neighborhood residents. However, the effect of SMO on reducing wave overtopping rate has not been systematic
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8

Zheng, Kaiyuan, and Xizeng Zhao. "Impact of Multiphase Flow Simulation of Breaking Waves on a Vertical Seawall with a Recurved Parapet." International Journal of Offshore and Polar Engineering 33, no. 2 (2023): 141–47. http://dx.doi.org/10.17736/ijope.2023.ak54.

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9

Benoit, Michel, William Benguigui, Maria Teles, Fabien Robaux, and Christophe Peyrard. "Two-phase CFD Simulation of Breaking Waves Impacting a Coastal Vertical Wall with a Recurved Parapet." International Journal of Offshore and Polar Engineering 33, no. 2 (2023): 123–31. http://dx.doi.org/10.17736/ijope.2023.sv03.

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10

Saincher, Shaswat, V. Sriram, R. Ravindar, et al. "Comparative Study on Breaking Waves Interaction with Vertical Wall Retrofitted with Recurved Parapet in Small and Large Scale." International Journal of Offshore and Polar Engineering 33, no. 2 (2023): 113–22. http://dx.doi.org/10.17736/ijope.2023.jc890.

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Tesis sobre el tema "Recurved parapet"

1

Ben, Belkacem Yasmine. "Ιmpact d'événements extrêmes sur les structures de prοtectiοn côtière". Electronic Thesis or Diss., Normandie, 2024. http://www.theses.fr/2024NORMLH42.

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Ce travail de recherche a pour objectif d'étudier l'impact de la houle sur les structures de protection côtières. L'objectif principal de cette étude est d'évaluer la capacité des outils CFD à modéliser et prédire avec précision l'impact des charges extrêmes des vagues sur des digues conventionnelles en enrochement avec murs de couronnement.Pour mener cette étude, le logiciel numérique OpenFOAM est utilisé pour aborder deux questions scientifiques clés : les charges impulsives des vagues agissant sur des parapets incurvés (partie supérieure du mur de couronnement) et le développement de la hou
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Actas de conferencias sobre el tema "Recurved parapet"

1

Newborn, David, Nels Sultan, Pierre Beynet, Tim Maddux, Sungwon Shin, and Dan Cox. "Experimental Observations and Numerical Simulations of Wave Impact Forces on Recurved Parapets Mounted Above a Vertical Wall." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79183.

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Large-scale hydraulic model tests and detail numerical model investigations were conducted on recurved wave deflecting structures to aid in the design of wave overtopping mitigation for vertical walls in shallow water. The incident wave and storm surge conditions were characteristic return period events for an offshore island on the North Slope of Alaska. During large storm events, despite depth-limited wave heights, a proposed vertical wall extension was susceptible to wave overtopping, which could potentially cause damage to equipment. Numeric calculations were conducted prior to the experim
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2

BEN BELKACEM, Yasmine, Gaële PERRET, Julie LEBUNTEL, and Grégory PINON. "Open-FOAM computations of breaking wave impact on a vertical wall with a recurved parapet." In Journées Nationales Génie Côtier - Génie Civil. Editions Paralia, 2022. http://dx.doi.org/10.5150/jngcgc.2022.002.

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DE GIROLAMO, PAOLO, MYRTA CASTELLINO, and ALESSANDRO ROMANO. "IMPROVEMENT IN WORKABILITY OF TERMINALS PLACED ALONG THE INNER SIDE OF PORT VERTICAL BREAKWATERS BY MEANS OF RECURVED PARAPET WALLS." In MARITIME TRANSPORT 2019. WIT Press, 2019. http://dx.doi.org/10.2495/mt190031.

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4

Oh, Sang-Ho, Se-Chul Jang, and Jooyeon Lee. "Wave Overtopping and Loading for the Recurved Parapets on the Crest of Rubble Mound Breakwater." In ICE Coasts, Marine Structures and Breakwaters. ICE Publishing, 2018. http://dx.doi.org/10.1680/cmsb.63174.0979.

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5

Ravindar, Rajendran, and V. Sriram. "Study on the load altering capability of recurve parapets using model scale experiments." In OCEANS 2022 - Chennai. IEEE, 2022. http://dx.doi.org/10.1109/oceanschennai45887.2022.9775226.

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6

Kortenhaus, A., J. Pearson, T. Bruce, N. W. H. Allsop, and J. W. van der Meer. "Influence of Parapets and Recurves on Wave Overtopping and Wave Loading of Complex Vertical Walls." In Coastal Structures 2003. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40733(147)31.

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