Relevant bibliographies by topics / Wave structures

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Wave structures'

Author: Grafiati
Published: 3 June 2025
Last updated: 19 July 2025

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Journal articles on the topic "Wave structures"

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Mortime, William, Alison Raby, Alessandro Antonini, Deborah Greaves, and Ton van den Bremer. "IMPLICATIONS OF SECOND-ORDER WAVE GENERATION FOR USE IN WAVESTRUCUTRE RESPONSE EXPERIMENTS." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 49. http://dx.doi.org/10.9753/icce.v37.structures.49.

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Coastal communities and critical coastal assets are therefore increasingly reliant on engineered protection from wave-induced flooding. Dynamic wave force and wave run-up are among key design parameters of such protection. Present understanding of coastal wave-structure interactions and responses was gained through large databases of experimental data as well as numerical, and field measurements. It is well known that experimental data of wave-structure interaction are contaminated by second-order error waves at sub- and super-harmonic frequencies when first-order wave generation is used. The
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Hu, Zhengyu, and Yuzhu Li. "EXPERIMENTAL STUDY OF THE BREAKING WAVE IMPACT ON RIGID AND ELASTIC PLATES." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 11. https://doi.org/10.9753/icce.v38.structures.11.

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Coastal and offshore deformable structures such as flexible breakwaters, wave energy converters, and Floating Production Storage and Offloading (FPSO) hulls are vulnerable to ocean hydrodynamic loads, as structural deformation may happen in these interactions. The structural deformation can lead to decreased wave reflection, wave loading, and runup on the steep-fronted coastal structures in non-breaking waves (Hu et al., 2023; Hu and Li, 2023a). When flexible structures face breaking waves, their structural integrity is challenged. Tremendous impact pressure with a short duration can be produc
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Moideen, Rameeza, Manasa Ranjan Behera, Arun Kamath, and Hans Bihs. "NUMERICAL MODELLING OF SOLITARY AND FOCUSED WAVE FORCES ON COASTAL-BRIDGE DECK." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 12. http://dx.doi.org/10.9753/icce.v36.structures.12.

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In the recent past, coastal bridges have been subjected to critical damage due to extreme wave attacks during natural calamities like storm surge and tsunami. Various numerical and experimental studies have suggested different empirical equations for wave impact on deck. However, they do not account the velocities of the wave type properly, which requires a detailed investigation to study the impact of extreme waves on decks. Solitary wave assumption is more suitable for shallow water waves, while the focused wave has been used widely to represent extreme waves. The present study aims to inves
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Kwak, Moon Su, and Nobuhisa Kobayashi. "COMPUTER SIMULATION OF WAVE OVERTOPPING RATE ON VERTICAL WALL BY BOUSSINESQ WAVE MODEL." Coastal Engineering Proceedings, no. 37 (October 2, 2023): 55. http://dx.doi.org/10.9753/icce.v37.structures.55.

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Recently, Boussinesq equation models have been used in research on wave overtopping. The advantage of this model is that compared to the NLSW model or the NS model, it is possible to simulate a wider wave field to the intermediate water depth. This model can set offshore boundary conditions further away from the structure, so that the start of the wave breaking can be figured out and the wave propagation from the foreshore can be well reproduced. When waves propagate to the shallow water, the nonlinearity of the waves is increasing as the ratio of amplitude and water depth increases. In order
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Hsu, Cheng-Jung, Yang-Yih Chen, and Meng-Syue Li. "ASSESSMENT OF WAVE-INDUCED MOMENTARY SEABED LIQUEFACTION." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 47. http://dx.doi.org/10.9753/icce.v37.structures.47.

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Seepage force induced by ocean waves has been related to the liquefaction around submarine structure, and it has been shown to cause significant sediment transport and rapid burial of pipelines and objects (Tsai et al., 2022). This study assesses the impact of momentary soil liquefaction due to pore pressure gradient near seabed generated by waves in the range of oceanic and coastal environment. The nonlinear wave solution of the stream function numerical approximation is applied to cover the wide range of wave condition in ocean and to evaluate the contribution of kinetic term in the energy e
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Saoxian, Shen, Zhang Yang, and Andrew Cornett. "WAVE LOADS ASSESSMENT FOR SUBMERGED WATER INTAKE DESIGN." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 56. http://dx.doi.org/10.9753/icce.v36.structures.56.

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Estimating wave-induced forces on water intake is challenging, particularly for large size intake (up to 15m in its cap diameter) subject to breaking waves in shallow water. The relationships between wave properties and wave loads are not well understood, and no simple methods are available to predict hydrodynamic loads on submerged intakes, particularly under breaking waves. This paper attempts to provide a method of assessing wave forces on water intake pipe and velocity cap using the Froude-Krylov formula, based on physical modeling test results for submerged intake under breaking waves.
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Gao, Feng, Clive Mingham, and Derek Causon. "SIMULATION OF EXTREME WAVE INTERACTION WITH MONOPILE MOUNTS FOR OFFSHORE WIND TURBINES." Coastal Engineering Proceedings 1, no. 33 (2012): 22. http://dx.doi.org/10.9753/icce.v33.structures.22.

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Extreme wave run-up and impacts on monopile foundations may cause unexpected damage to offshore wind farm facilities and platforms. To assess the forces due to wave run-up, the distribution of run-up around the pile and the maximum wave run-up height need to be known. This paper describes a numerical model AMAZON-3D study of wave run-up and wave forces on offshore wind turbine monopile foundations, including both regular and irregular waves. Numerical results of wave force for regular waves are in good agreement with experimental measurement and theoretical results, while the maximum run-up he
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Bali, Meysam, Amir Etemad-Shahidi, and Marcel R. A. van Gent. "STABILITY OF RUBBLE MOUND STRUCTURES UNDER OBLIQUE WAVE ATTACK." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 4. http://dx.doi.org/10.9753/icce.v37.structures.4.

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Stability formulae for armour layers of rubble mound breakwaters are generally developed for perpendicular wave attack and do not include effects of oblique waves. Waves usually attack breakwater obliquely as the sea wave is three dimensional. Several studies have been performed to investigate the effect of wave angle (beta) on the armor stability. Galland (1994), Yu et al. (2002), Wolters and Van Gent (2010) and van Gent (2014) performed laboratory experiments to consider effects of oblique waves on the stability of armour layers. They performed tests with long-crested and/or short-crested wa
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Eslami A., Sepehr, and Marcel R. A. Van Gent. "WAVE OVERTOPPING AND RUBBLE MOUND STABILITY UNDER COMBINED LOADING OF WAVES AND CURRENT." Coastal Engineering Proceedings 1, no. 32 (2011): 12. http://dx.doi.org/10.9753/icce.v32.structures.12.

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Coastal structures such as breakwaters are usually studied under wave loading only. However, at several locations also a current is present. For instance, breakwaters along intake and outfall channels of power plants and desalination plants, or structures in regions with important tidal currents, experience wave loading that can be affected by currents. Nevertheless, wave overtopping and rubble mound stability are usually studied under wave loading only; the effects of waves on wave overtopping and rock slope stability have been summarised in many empirical design formulae. None of the existin
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Hu, Zhengyu, and Yuzhu Li. "NUMERICAL STUDY ON THE INTERACTION BETWEEN PERIODIC WAVES AND A FLEXIBLE WALL." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 3. http://dx.doi.org/10.9753/icce.v37.structures.3.

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Coastal structures were usually considered as stiff in the majority of studies related to wave structure interaction I n certain situations, such as impulsive wave loading on flexible breakwaters, ship hulls, tank walls hydroelasticity can be of importance for both wave dynamics and structural responses Akrish et al. (2018) showed that hydroelastic effects can either relax or amplify the hydrodynamic characteristics (i.e., wave run up and force) and structural oscillations in a deformable cantilever wal l interacting with an incident wave group. For flexible coastal defenses, Huang and Li (202
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Dissertations / Theses on the topic "Wave structures"

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Wu, Xiong-Jian. "Motion and wave load analyses of large offshore structures and special vessels in waves." Thesis, Brunel University, 1990. http://bura.brunel.ac.uk/handle/2438/7865.

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Predictions of the environmental loading and induced motional and structural responses are among the most important aspects in the overall design process of offshore structures and ships. In this thesis, attention is focused on the wave loads and excited bodily motion responses of large offshore structures and special vessels. With the aim of improving the existing theoretical methods to provide techniques of theoretical effectiveness, computational efficiency, and engineering practicality in marine and offshore applications, the thesis concentrates upon describing fundamental and essential as
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Hazell, Jonathan. "New slow wave structures for travelling wave tubes." Thesis, Imperial College London, 2017. http://hdl.handle.net/10044/1/59703.

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This thesis covers the design of slow wave structures for travelling wave tubes, with a specific focus on those that could be used for operation at millimetre or shorter wavelengths. Serpentine and a coupled cavity photonic crystal structure are covered in detail, together with the interaction between the electromagnetic waves they support and the electron gun and magnetic beam focusing systems needed for a travelling wave interaction. In Chapter 2, the existing small-signal theory of the travelling wave interaction is introduced and applied to a serpentine travelling wave tube. A set of synth
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Md, Noar Nor. "Wave impacts on rectangular structures." Thesis, Brunel University, 2012. http://bura.brunel.ac.uk/handle/2438/6609.

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There is a good deal of uncertainty and sensitivity in the results for wave impact. In a practical situation, many parameters such as the wave climate will not be known with any accuracy especially the frequency and severity of wave breaking. Even if the wave spectrum is known, this is usually recorded offshore, requiring same sort of (linear) transfer function to estimate the wave climate at the seawall. What is more, the higher spectral moments will generally be unknown. Wave breaking, according to linear wave theory, is known to depend on the wave spectrum, see Srokosz (1986) and Greenhow (
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Sander, Tavallaey Shiva. "Wave propagation in sandwich structures /." Stockholm, 2001. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3088.

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Shareef, Mohamed. "Wave overtopping of coastal structures." Thesis, University of Liverpool, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.415752.

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Swift, R. H. "Wave forces on coastal structures." Thesis, Open University, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.371247.

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Topliss, Margaret E. "Water wave impact on structures." Thesis, University of Bristol, 1994. http://hdl.handle.net/1983/2fa7ba69-7867-4cd0-8b3a-de4de97f98db.

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Roe, Eric Allen. "Wave Propagation in Complex Structures." OpenSIUC, 2010. https://opensiuc.lib.siu.edu/theses/380.

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The main focus of this research was to gain an understanding as to how waves propagate through structures. Lamb's Problem was studied on an isometric half plane, where numerical results were obtained. The calculated wavefronts for this problem were in agreement to the numerical results. When a distributed pressure is applied on an isometric half plane, after a long period of time, the wavefronts look as if a point force was applied on the half plane. Waves propagating through an orthotropic material were obtained numerically; it was found that Huygens' Principle cannot be used to calculate the
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Casadei, Filippo. "Multiscale analysis of wave propagation in heterogeneous structures." Diss., Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/44889.

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The analysis of wave propagation in solids with complex microstructures, and local heterogeneities finds extensive applications in areas such as material characterization, structural health monitoring (SHM), and metamaterial design. Within continuum mechanics, sources of heterogeneities are typically associated to localized defects in structural components, or to periodic microstructures in phononic crystals and acoustic metamaterials. Numerical analysis often requires computational meshes which are refined enough to resolve the wavelengths of deformation and to properly capture the fine geom
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Abdolmaleki, Kourosh. "Modelling of wave impact on offshore structures." University of Western Australia. School of Mechanical Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2008.0055.

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[Truncated abstract] The hydrodynamics of wave impact on offshore structures is not well understood. Wave impacts often involve large deformations of water free-surface. Therefore, a wave impact problem is usually combined with a free-surface problem. The complexity is expanded when the body exposed to a wave impact is allowed to move. The nonlinear interactions between a moving body and fluid is a complicated process that has been a dilemma in the engineering design of offshore and coastal structures for a long time. This thesis used experimental and numerical means to develop further underst
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Books on the topic "Wave structures"

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Doyle, James F. Wave Propagation in Structures. Springer New York, 1997. http://dx.doi.org/10.1007/978-1-4612-1832-6.

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Doyle, James F. Wave Propagation in Structures. Springer US, 1989. http://dx.doi.org/10.1007/978-1-4684-0344-2.

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Doyle, James F. Wave Propagation in Structures. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-59679-8.

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Sarpkaya, Turgut. Wave forces on offshore structures. Cambridge University Press, 2010.

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Sarpkaya, Turgut. Wave forces on offshore structures. Cambridge University Press, 2010.

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Haq, Qureshi A., and United States. National Aeronautics and Space Administration., eds. Review of slow-wave structures. National Aeronautics and Space Administration, 1994.

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Haq, Qureshi A., and United States. National Aeronautics and Space Administration., eds. Review of slow-wave structures. National Aeronautics and Space Administration, 1994.

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Haq, Qureshi A., and United States. National Aeronautics and Space Administration., eds. Review of slow-wave structures. National Aeronautics and Space Administration, 1994.

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(Firm), Knovel, ed. Waves and wave forces on coastal and ocean structures. World Scientific, 2006.

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Prosvirnin, S. L. (Sergeĭ Leonidovich), ed. Wave diffraction by periodic multilayer structures. Cambridge Scientific Publishers, 2012.

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Book chapters on the topic "Wave structures"

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Karimirad, Madjid. "Wave Energy Converters." In Offshore Energy Structures. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-12175-8_5.

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Boeyens, Jan C. A. "Chemical Wave Structures." In The Chemistry of Matter Waves. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-7578-7_9.

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Sundar, V. "Wave Loads on Structures." In Ocean Wave Mechanics. John Wiley & Sons, Ltd, 2015. http://dx.doi.org/10.1002/9781119241652.ch7.

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Karimirad, Madjid. "Wave and Wind Theories." In Offshore Energy Structures. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-12175-8_8.

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Doyle, James F. "Thin-Walled Structures." In Wave Propagation in Structures. Springer New York, 1997. http://dx.doi.org/10.1007/978-1-4612-1832-6_9.

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Doyle, James F. "Thin-Walled Structures." In Wave Propagation in Structures. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-59679-8_8.

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Doyle, James F. "Wave Propagation in Structures." In Wave Propagation in Structures. Springer US, 1989. http://dx.doi.org/10.1007/978-1-4684-0344-2_6.

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Alferness, R. C. "Periodic Waveguide Structures — 101 Varieties!" In Guided-Wave Optoelectronics. Springer US, 1995. http://dx.doi.org/10.1007/978-1-4899-1039-4_36.

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Doyle, James F. "Discrete and Discretized Structures." In Wave Propagation in Structures. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-59679-8_10.

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Doyle, James F. "Introduction." In Wave Propagation in Structures. Springer New York, 1997. http://dx.doi.org/10.1007/978-1-4612-1832-6_1.

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Conference papers on the topic "Wave structures"

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VON FLOTOW, A. "Wave propagation in periodic truss structures." In 28th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1987. http://dx.doi.org/10.2514/6.1987-944.

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Bruce, Tom, Jonathan Pearson, and William Allsop. "Violent Wave Overtopping - Extension of Prediction Method to Broken Waves." In Coastal Structures 2003. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40733(147)51.

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BOUSSARD, D. "TRAVELLING-WAVE STRUCTURES." In Proceedings of the Joint US-CERN-Japan International School. WORLD SCIENTIFIC, 1999. http://dx.doi.org/10.1142/9789814447324_0006.

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KOZYREV, E. V. "STANDING-WAVE STRUCTURES." In Proceedings of the Joint US-CERN-Japan International School. WORLD SCIENTIFIC, 1999. http://dx.doi.org/10.1142/9789814447324_0007.

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Ma, Liangkai, Alejandro Diaz, and Alan Haddow. "Modeling and Design of Materials for Controlled Wave Propagation in Plane Grid Structures." In ASME 2004 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/detc2004-57183.

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Formulations for the optimal design of plane grids with maximum band gaps are presented. Periodic band-gap structures prevent waves in certain frequency ranges from propagating. Materials or structures with band gaps have many applications, including frequency filters, vibration protection devices and wave guides. Here, a simple model of a periodic plane grid structure is presented and then an optimization problem is formulated where the structure’s band gap above a particular frequency is maximized by the selective addition of non-structural masses. Numerical implementation issues are discuss
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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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BENAROYA, H., S. MESTER, and M. ETTOUNEY. "Wave mode control of large truss structures." In 32nd Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1991. http://dx.doi.org/10.2514/6.1991-1120.

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Reynolds, Whitney, Derek Doyle, Jacob Brown, and Brandon Arritt. "Wave Propagation in Rib-Stiffened Structures: Modeling and Experiments." In ASME 2010 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. ASMEDC, 2010. http://dx.doi.org/10.1115/smasis2010-3773.

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This work focuses on the analysis of wave propagation in rib-stiffened structures as it is related to Structural Health Monitoring (SHM) methods. Current satellite validation tests involve numerous procedures to qualify the satellite for the vibrations expected during launch, and for exposure to the space environment. SHM methods are being considered in an effort to truncate the number and duration of tests required for satellite checkout. The most promising of these SHM methods uses an active wave-based method in which an actuator propagates a Lamb wave through the structure, which is then re
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Brown, Jacob, Whitney Reynolds, Derek Doyle, and Andrei Zagrai. "Lamb Wave Propagation Through Off-Axis Media." In ASME 2011 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. ASMEDC, 2011. http://dx.doi.org/10.1115/smasis2011-5116.

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The use of elastic wave based Structural Health Monitoring has shown its usefulness in both characterizing and diagnosing composite structures. Techniques using elastic wave SHM are being developed to allow for improved efficiency and assurance in all stages of space structure development and deployment. These techniques utilize precise understanding of wave propagation characteristics to extract meaningful information regarding the health and validity of a component, assembly, or structure. However, many of these techniques focus on the diagnostic of traditional, isotropic materials, and ques
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Hagen, O̸istein, Gunnar Solland, and Jan Mathisen. "Extreme Storm Wave Histories for Cyclic Check of Offshore Structures." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20941.

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Offshore platform resistance to cyclic storm actions is addressed. In order to achieve the best economy of the structure especially when assessing existing structures, the ultimate capacity of the structure is utilized. This means that parts of the structure may be loaded into the non-linear range and consequently the load-carrying resistance of the structure against future load cycles may be reduced. In such cases it is required to carry out a check of the cyclic capacity of the structure. Such checks are required in the ISO 19902 code for Fixed Steel Offshore Structures. The paper presents a
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Reports on the topic "Wave structures"

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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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Williams, James H., and Jr. Wave Propagation and Dynamics of Lattice Structures. Defense Technical Information Center, 1987. http://dx.doi.org/10.21236/ada190037.

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Williams, James H., and Jr. Wave Propagation and Dynamics of Lattice Structures. Defense Technical Information Center, 1987. http://dx.doi.org/10.21236/ada190611.

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Harris, John G. Coupled Elastic Surface Wave in Curved Structures. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada374339.

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Mishin, E. V., W. J. Burke, C. Y. Huang, and F. J. Rich. Electromagnetic Wave Structures Within Subauroral Polarization Streams. Defense Technical Information Center, 2003. http://dx.doi.org/10.21236/ada423050.

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Williams, James H., and Jr. Wave Propagation and Dynamics of Lattice Structures. Defense Technical Information Center, 1985. http://dx.doi.org/10.21236/ada170316.

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Leung, K. M., and Y. F. Liu. Photon Band Structures: The Plane-Wave Method. Defense Technical Information Center, 1990. http://dx.doi.org/10.21236/ada222662.

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Rahmani, Mehran, and Manan Naik. Structural Identification and Damage Detection in Bridges using Wave Method and Uniform Shear Beam Models: A Feasibility Study. Mineta Transportation Institute, 2021. http://dx.doi.org/10.31979/mti.2021.1934.

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This report presents a wave method to be used for the structural identification and damage detection of structural components in bridges, e.g., bridge piers. This method has proven to be promising when applied to real structures and large amplitude responses in buildings (e.g., mid-rise and high-rise buildings). This study is the first application of the method to damaged bridge structures. The bridge identification was performed using wave propagation in a simple uniform shear beam model. The method identifies a wave velocity for the structure by fitting an equivalent uniform shear beam model
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Von Flotow, Andreas H. Research into Traveling Wave Control in Flexible Structures. Defense Technical Information Center, 1990. http://dx.doi.org/10.21236/ada224504.

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Hathaway, Kent K., Jr Bottin, and Robert R. Video Measurement of Wave Runup on Coastal Structures. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada626471.

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