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Relevant bibliographies by topics / Wave-structure interaction

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Academic literature on the topic 'Wave-structure interaction'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Wave-structure interaction"

1

Zheng, Siming, Yongliang Zhang, and Gregorio Iglesias. "Wave–structure interaction in hybrid wave farms." Journal of Fluids and Structures 83 (November 2018): 386–412. http://dx.doi.org/10.1016/j.jfluidstructs.2018.09.012.

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Broderick, L. L., and J. W. Leonard. "Nonlinear water-wave structure interaction." Computers & Structures 44, no. 4 (1992): 837–42. http://dx.doi.org/10.1016/0045-7949(92)90469-g.

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Zhang, Guanyu, Xiang Chen, and Decheng Wan. "MPS-FEM Coupled Method for Study of Wave-Structure Interaction." Journal of Marine Science and Application 18, no. 4 (2019): 387–99. http://dx.doi.org/10.1007/s11804-019-00105-6.

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Abstract Nowadays, an increasing number of ships and marine structures are manufactured and inevitably operated in rough sea. As a result, some phenomena related to the violent fluid-elastic structure interactions (e.g., hydrodynamic slamming on marine vessels, tsunami impact on onshore structures, and sloshing in liquid containers) have aroused huge challenges to ocean engineering fields. In this paper, the moving particle semi-implicit (MPS) method and finite element method (FEM) coupled method is proposed for use in numerical investigations of the interaction between a regular wave and a ho

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Kokkinowrachos, K., and I. Thanos. "Structure-Wave Interaction Under Earthquake Excitation." Journal of Offshore Mechanics and Arctic Engineering 112, no. 1 (1990): 65–73. http://dx.doi.org/10.1115/1.2919837.

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A method for the hydrodynamic analysis of large bottom-fixed offshore structures under earthquake action is presented. The investigation deals with arbitrarily shaped vertical bodies of revolution, to which the so-called macroelement method can be applied. The structure is considered here as rigid, the compressibility of the surrounding water has been taken into account. Numerical results for several bottom-mounted structures give information on the earthquake-induced hydrodynamic forces and their parts (added mass and damping). The effectiveness of the macroelement method is demonstrated. The

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Cannata, Giovanni. "Numerical Investigation of Wave-Structure Interaction." Journal of Marine Science and Engineering 11, no. 1 (2022): 37. http://dx.doi.org/10.3390/jmse11010037.

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The simulation of the propagation and evolution of sea waves in coastal regions and their interaction with coastal structures is a very useful engineering tool in several problems of coastal and environmental engineering [...]

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Smith, Warren R. "Wave–structure interactions for the distensible tube wave energy converter." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 472, no. 2192 (2016): 20160160. http://dx.doi.org/10.1098/rspa.2016.0160.

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A comprehensive linear mathematical model is constructed to address the open problem of the radiated wave for the distensible tube wave energy converter. This device, full of sea water and located just below the surface of the sea, undergoes a complex interaction with the waves running along its length. The result is a bulge wave in the tube which, providing certain criteria are met, grows in amplitude and captures the wave energy through the power take-off mechanism. Successful optimization of the device means capturing the energy from a much larger width of the sea waves (capture width). To

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Windt, Christian, Josh Davidson, Pál Schmitt, and John V. Ringwood. "Wave–structure interaction of wave energy converters: a sensitivity analysis." Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics 173, no. 3 (2020): 144–58. http://dx.doi.org/10.1680/jencm.19.00033.

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Aristodemo, Francesco, and Marcello Di Risio. "Wave-Structure Interaction Processes in Coastal Engineering." Water 13, no. 6 (2021): 831. http://dx.doi.org/10.3390/w13060831.

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Akimoto, K., and H. Karimabadi. "Relativistic structure of stochastic wave–particle interaction." Physics of Fluids 31, no. 6 (1988): 1505. http://dx.doi.org/10.1063/1.866690.

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Chakrabarti, Subrata K. "Wave interaction with an upright breakwater structure." Ocean Engineering 26, no. 10 (1999): 1003–21. http://dx.doi.org/10.1016/s0029-8018(98)00028-6.

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Dissertations / Theses on the topic "Wave-structure interaction"

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Cadby, Jonathan R. "Wave/structure interaction in two-layer fluids." Thesis, Loughborough University, 2000. https://dspace.lboro.ac.uk/2134/7554.

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Siddorn, Philip David. "Efficient numerical modelling of wave-structure interaction." Thesis, University of Oxford, 2012. http://ora.ox.ac.uk/objects/uuid:de36bd2f-cd23-4f11-b67f-9d8cd48ecd3c.

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Offshore structures are required to survive in extreme wave environments. Historically, the design of these offshore structures and vessels has relied on wave-tank experiments and linear theory. Today, with advances in computing power, it is becoming feasible to supplement these methods of analysis with fully nonlinear numerical simulation. This thesis is concerned with the development of an efficient method to perform this numerical modelling, in the context of potential flow theory. The interaction of a steep ocean wave with a floating body involves a moving free surface and a wide range of

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Roos, Jannicke Sara Martina. "Wave-structure interaction : the effective prediction of wave-in-deck loads." Thesis, Imperial College London, 2011. http://hdl.handle.net/10044/1/7109.

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The safe and efficient design of many offshore structures is critically dependent on the accurate prediction of the applied wave loads. In analysing these loads, the contribution arising at or close to the instantaneous water surface is particularly significant. The reasons for this relate to moment arm effects leading to large contributions to the total overturning moment, to the uncertainty in the predicted kinematics and hence the applied loads and, perhaps most significantly, to the occurrence of wave-in-deck loads. The imposition of ever more stringent design conditions implies that the p

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Raosa, Andrea Natalia <1985&gt. "Analysis and mathematical modeling of wave-structure interaction." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2014. http://amsdottorato.unibo.it/6626/1/raosa_andrea_natalia_tesi.pdf.

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The aim of this thesis, included within the THESEUS project, is the development of a mathematical model 2DV two-phase, based on the existing code IH-2VOF developed by the University of Cantabria, able to represent together the overtopping phenomenon and the sediment transport. Several numerical simulations were carried out in order to analyze the flow characteristics on a dike crest. The results show that the seaward/landward slope does not affect the evolution of the flow depth and velocity over the dike crest whereas the most important parameter is the relative submergence. Wave heights dec

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Raosa, Andrea Natalia <1985&gt. "Analysis and mathematical modeling of wave-structure interaction." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2014. http://amsdottorato.unibo.it/6626/.

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The aim of this thesis, included within the THESEUS project, is the development of a mathematical model 2DV two-phase, based on the existing code IH-2VOF developed by the University of Cantabria, able to represent together the overtopping phenomenon and the sediment transport. Several numerical simulations were carried out in order to analyze the flow characteristics on a dike crest. The results show that the seaward/landward slope does not affect the evolution of the flow depth and velocity over the dike crest whereas the most important parameter is the relative submergence. Wave heights dec

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Li, Linghan. "Numerical investigation of wave structure interaction with application to wave energy devices." Thesis, University of Southampton, 2015. https://eprints.soton.ac.uk/413590/.

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Wave energy has become one of the most promising energy resources and hence has attracted more attention from the governments and energy companies. In order to meet the growing demands on global energy, the next generation of energy extracting device needs to be more efficient with less operation cost, and as an offshore structure, the survivability also needs to be taken into consideration. Therefore, it is vital that the hydrodynamic behaviour of the energy device can be predicted accurately at the initial design stage. In this research, the wave structure interaction with application to wav

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Christou, Marios. "Fully nonlinear computations of waves and wave-structure interaction." Thesis, Imperial College London, 2009. http://hdl.handle.net/10044/1/5488.

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This thesis concerns the development of an exact or fully nonlinear numerical model capable of describing surface water waves, including the occurrence of wave breaking, and their interaction with structures. The motivation for this work arose, first because of an inability to model limiting and overturning waves in directionally-spread seas and, second because of an inability to describe some of the highly nonlinear free-surface effects which arise when steep waves interact with surface-piercing columns. On both counts the available design tools were known to fall well short of accurately des

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Formentin, Sara Mizar <1987&gt. "Neural network modelling of the wave-structure interaction processes." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2015. http://amsdottorato.unibo.it/7001/1/formentin_saramizar_tesi.pdf.

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This thesis presents a new Artificial Neural Network (ANN) able to predict at once the main parameters representative of the wave-structure interaction processes, i.e. the wave overtopping discharge, the wave transmission coefficient and the wave reflection coefficient. The new ANN has been specifically developed in order to provide managers and scientists with a tool that can be efficiently used for design purposes. The development of this ANN started with the preparation of a new extended and homogeneous database that collects all the available tests reporting at least one of the three para

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Formentin, Sara Mizar <1987&gt. "Neural network modelling of the wave-structure interaction processes." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2015. http://amsdottorato.unibo.it/7001/.

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This thesis presents a new Artificial Neural Network (ANN) able to predict at once the main parameters representative of the wave-structure interaction processes, i.e. the wave overtopping discharge, the wave transmission coefficient and the wave reflection coefficient. The new ANN has been specifically developed in order to provide managers and scientists with a tool that can be efficiently used for design purposes. The development of this ANN started with the preparation of a new extended and homogeneous database that collects all the available tests reporting at least one of the three para

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Lehmann, Lutz. "Wave propagation in infinite domains : with applications to structure interaction /." Berlin [u.a.] : Springer, 2007. http://www.gbv.de/dms/bs/toc/523903820.pdf.

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Books on the topic "Wave-structure interaction"

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Pressure Vessels and Piping Conference (1989 Honolulu, Hawaii). Shock and wave propagation, fluid-structure interaction, and structural responses: Presented at the 1989 ASME Pressure Vessels and Piping Conference, JSME co-sponsorship, Honolulu, Hawaii, July 23-27, 1989. American Society of Mechanical Engineers, 1989.

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Advisory Group for Aerospace Research and Development. ElectromagneticWave Propagation Panel., ed. Ionospheric structure and variability on a global scale and interactio ns with atmosphere and magnetosphere: Papers presented at the Electromagnetic Wave Propagation Panel Symposium held in Munich, Germany, 16-20 May 1988. Agard, 1989.

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Advanced Numerical Modelling of Wave Structure Interaction. CRC Press, 2022.

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Kelly, David M., Angelos Dimakopoulos, and Pablo Higuera Caubilla. Advanced Numerical Modelling of Wave Structure Interaction. Taylor & Francis Group, 2021.

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David, Kelly, Angelos Dimakopoulos, and Pablo Higuera Caubilla. Advanced Numerical Modelling of Wave Structure Interaction. Taylor & Francis Group, 2021.

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Kelly, David M., Angelos Dimakopoulos, and Pablo Higuera Caubilla. Advanced Numerical Modelling of Wave Structure Interaction. Taylor & Francis Group, 2021.

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Kelly, David M., Angelos Dimakopoulos, and Pablo Higuera Caubilla. Advanced Numerical Modelling of Wave Structure Interaction. Taylor & Francis Group, 2021.

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Advanced Numerical Modelling of Wave Structure Interaction. Taylor & Francis Group, 2021.

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Lehmann, Lutz. Wave Propagation in Infinite Domains: With Applications to Structure Interaction. Springer, 2010.

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Lehmann, Lutz. Wave Propagation in Infinite Domains: With Applications to Structure Interaction. Springer London, Limited, 2007.

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Book chapters on the topic "Wave-structure interaction"

1

Higuera, Pablo. "Wave and Structure Interaction Porous Coastal Structures." In Advanced Numerical Modelling of Wave Structure Interactions. CRC Press, 2020. http://dx.doi.org/10.1201/9781351119542-6.

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Liaw, C. Y. "Chaotic Behavior in Wave-Force Structure Interaction." In Computational Mechanics ’88. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-61381-4_239.

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Kumar, Suman, Navneet Kumar, and Abdus Samad. "Wave-Structure Interaction Dynamics of a Point Absorber Wave Energy Converter." In Fluid Mechanics and Fluid Power, Volume 6. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-5755-2_14.

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Rizzo, M., and O. Spadaccini. "Wave-structure dynamic interaction of the VEGA platform." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-320.

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Saincher, Shaswat, and V. Sriram. "Application of IITM-RANS3D to Wave-Breaking and Wave-Structure-Interaction Problems." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2024. https://doi.org/10.1007/978-981-97-6009-1_27.

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Hamza, Sonia Ben, Sabra Habli, Nejla Mahjoub Saïd, Hervé Bournot, and Georges Le Palec. "Numerical Simulation of Wave-Structure Interaction around an Obstacle." In Design and Modeling of Mechanical Systems - II. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-17527-0_68.

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Shinde, S. R., V. V. Dabir, K. C. Khare, and S. N. Londhe. "Comparison of Numerical Models for Wave Structure Interaction Studies." In River and Coastal Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-05057-2_28.

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Ju, Liehong, Jingxin Huang, and Junning Pan. "Field Observation and Experimental Study on the Interaction Between Ship Waves And Vertical Wave Dissipation Revetment." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_9.

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AbstractWith China’s economic development, many inland waterways adopt vertical revetment structure to save land resources, but this structure is not conducive to wave attenuation. According to the measurement results of the ship wave data of typical ship types in Sunan Canal sailing at different speeds collected in field observation, the maximum wave height in front of the vertical revetment wall was less than 1.0 m under normal navigation conditions, while the navigation administration boats can form a wave height of nearly 1.8 m in front of the vertical revetment wall at the maximum speed.

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Abdollahpour, Milad, Federico Domenichini, and Lorenzo Cappietti. "Numerical Wave Tanks for Wave Energy Converters Using High-Performance Computing." In Monitoring of Mediterranean Coastal Areas: Problems and Measurement Techniques. Firenze University Press, 2024. https://doi.org/10.36253/979-12-215-0556-6.72.

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Numerical Wave Tanks (NWTs) powered by Computational Fluid Dynamics (CFD) and High-Performance Computing (HPC) offer a cost-effective and flexible alternative to physical wave tanks. They are essential for simulating complex wave phenomena and wave-structure interaction. This research explores the assessment of NWT reliability, particularly in HPC environments, using OpenFOAM, an open-source CFD toolbox. OpenFOAM's parallel processing capabilities leverage HPC to achieve accurate and efficient simulations of wave dynamics, crucial for optimizing wave energy converter designs and advancing rene

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Daub, Dennis, Sebastian Willems, Burkard Esser, and Ali Gülhan. "Experiments on Aerothermal Supersonic Fluid-Structure Interaction." In Notes on Numerical Fluid Mechanics and Multidisciplinary Design. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-53847-7_21.

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Abstract Mastering aerothermal fluid-structure interaction (FSI) is crucial for the efficient and reliable design of future (reusable) launch vehicles. However, capabilities in this area are still quite limited. To address this issue, a multidisciplinary experimental and numerical study of such problems was conducted within SFB TRR 40. Our work during the last funding period was focused on studying the effects of moderate and high thermal loads. This paper provides an overview of our experiments on FSI including structural dynamics and thermal effects for configurations in two different flow r

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Conference papers on the topic "Wave-structure interaction"

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Lipari, Giuseppe, Antonino Muratore, Giuseppe Paterna, et al. "Design and Thermal Analysis of a Coupled-By-Rods Interaction Structure for Traveling-Wave Tubes." In 2024 Joint International Vacuum Electronics Conference and International Vacuum Electron Sources Conference (IVEC + IVESC). IEEE, 2024. http://dx.doi.org/10.1109/ivecivesc60838.2024.10694855.

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Chen, J. M., and D. Liang. "Nonlinear Effect on Wave-Structure Interaction." In ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/omae2012-83587.

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Accurate prediction on the behaviour of the nonlinear waves in a coastal environment is vital to the safe design and performance of coastal defence. This paper is concerned with the description of tsunami wave-island interaction, and includes both linear and nonlinear modelling of the maximum free surface motion arising within distorted flow field. A deterministic nonlinear effect on the predicted maximum runup is examined using a Boussinesq-type model. Statistics of the predicted maximum leading-crest motion are obtained and discussed in light of linear diffraction theory. The results show th

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Mulligan, Phillip. "Shock wave interaction with a cylindrical structure." In SHOCK COMPRESSION OF CONDENSED MATTER - 2017: Proceedings of the Conference of the American Physical Society Topical Group on Shock Compression of Condensed Matter. Author(s), 2018. http://dx.doi.org/10.1063/1.5045018.

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Yang, H., and Z. Wang. "Interaction of shock wave with a flexible structure." In 32nd Aerospace Sciences Meeting and Exhibit. American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-362.

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Büchmann, Bjarne, Jesper Skourup, and David L. Kriebel. "Second Order Wave Interaction with a Large Structure." In 26th International Conference on Coastal Engineering. American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/9780784404119.120.

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Bihs, Hans, Mayilvahanan Alagan Chella, Arun Kamath, and Øivind A. Arnsten. "Wave-Structure Interaction of Focussed Waves With REEF3D." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54917.

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For the stability of offshore structures, such as offshore wind foundations, extreme wave conditions need to be taken into account. Waves from extreme events can become critical from design perspective. In a numerical wave tank, extreme waves can be generated through focussed waves. Here, linear waves are generated from a wave spectrum. The wave crests of the generated waves coincide at a pre-selected location and time. In order to test the generated waves, the time series of the free surface elevation are compared with experimental benchmark cases. The numerically simulated free surface shows

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Cuomo, Giovanni, Andrea Panizzo, and Robert Dalrymple. "SPH-LES TWO-PHASE SIMULATION OF WAVE BREAKING AND WAVE-STRUCTURE INTERACTION." In Proceedings of the 30th International Conference. World Scientific Publishing Company, 2007. http://dx.doi.org/10.1142/9789812709554_0024.

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Chen, M. "Extreme wave-structure interaction and directional spreading effects on the air-gap design of an offshore platform." In Fluid Structure Interaction 2011. WIT Press, 2011. http://dx.doi.org/10.2495/fsi110171.

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Lee, Hojin, S. D. Kim, K. W. Jun, and C. D. Jang. "Real Wave Interaction Due to Semi-Infinite Marine Structure." In The 3rd World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2018. http://dx.doi.org/10.11159/icsenm18.106.

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Read, Robert W., and Harry B. Bingham. "An Overset Grid Approach to Linear Wave-Structure Interaction." In ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/omae2012-83568.

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A finite-difference based approach to wave-structure interaction is reported that employs the overset approach to grid generation. A two-dimensional code that utilizes the Overture C++ library has been developed to solve the linear radiation problem for a floating body of arbitrary form. This software implementation has been validated by performing time-domain simulations to evaluate the dynamic forces applied to a half-submerged cylinder and a rectangular barge in response to a prescribed motion. A Gaussian displacement is used to introduce a range of wave frequencies, thereby allowing the me

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Reports on the topic "Wave-structure interaction"

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Zhu, Minjie, and Michael Scott. Two-Dimensional Debris-Fluid-Structure Interaction with the Particle Finite Element Method. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/gsfh8371.

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In addition to tsunami wave loading, tsunami-driven debris can cause significant damage to coastal infrastructure and critical bridge lifelines. Using numerical simulations to predict loads imparted by debris on structures is necessary to supplement the limited number of physical experiments of in-water debris loading. To supplement SPH-FEM (Smoothed Particle Hydrodynamics-Finite Element Method) simulations described in a companion PEER report, fluid-structure-debris simulations using the Particle Finite Element Method (PFEM) show the debris modeling capabilities in OpenSees. A new contact ele

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Torres, Marissa, Michael-Angelo Lam, and Matt Malej. Practical guidance for numerical modeling in FUNWAVE-TVD. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45641.

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This technical note describes the physical and numerical considerations for developing an idealized numerical wave-structure interaction modeling study using the fully nonlinear, phase-resolving Boussinesq-type wave model, FUNWAVE-TVD (Shi et al. 2012). The focus of the study is on the range of validity of input wave characteristics and the appropriate numerical domain properties when inserting partially submerged, impermeable (i.e., fully reflective) coastal structures in the domain. These structures include typical designs for breakwaters, groins, jetties, dikes, and levees. In addition to p

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Yim, Solomon C. 3-D Wave-Structure Interaction with Coastal Sediments - A Multi-Physics/Multi-Solution-Techniques Approach. Defense Technical Information Center, 2008. http://dx.doi.org/10.21236/ada514884.

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Bogdonoff, Seymour M. The Structure and Control of Three-Dimensional Shock Wave Turbulent Boundary Layer Interactions. Defense Technical Information Center, 1989. http://dx.doi.org/10.21236/ada205923.

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Bogdonoff, Seymour M. The Structure and Control of Three-Dimensional Shock Wave Turbulent Boundary Layer Interactions. Defense Technical Information Center, 1987. http://dx.doi.org/10.21236/ada187642.

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Bogdonoff, Seymour M., and Alexander J. Smits. The Structure and Control of Three-Dimensional Shock Wave Turbulent Boundary Layer Interactions. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada250209.

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Muhlestein, Michael, and Carl Hart. Numerical analysis of weak acoustic shocks in aperiodic array of rigid scatterers. Engineer Research and Development Center (U.S.), 2020. http://dx.doi.org/10.21079/11681/38579.

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Nonlinear propagation of shock waves through periodic structures have the potential to exhibit interesting phenomena. Frequency content of the shock that lies within a bandgap of the periodic structure is strongly attenuated, but nonlinear frequency-frequency interactions pumps energy back into those bands. To investigate the relative importance of these propagation phenomena, numerical experiments using the Khokhlov-Zabolotskaya-Kuznetsov (KZK) equation are carried out. Two-dimensional propagation through a periodic array of rectangular waveguides is per-formed by iteratively using the output

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