Academic literature on the topic 'Vibration damping'

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Journal articles on the topic "Vibration damping"

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Son, Taehwan, Seongmin Park, and Wonju Jeon. "Damping vibration of platform structure using modified acoustic black holes." Journal of the Acoustical Society of America 154, no. 4_supplement (October 1, 2023): A200. http://dx.doi.org/10.1121/10.0023259.

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We propose waveguide absorbers (WGAs) to dampen structural vibrations of platforms supporting vibrating systems. The waveguide absorber is designed by modifing a spiral acoustic black hole (ABH) to improve its damping performance while saving installation space and weight. The proposed WGA absorbs the flexural wave propagating in a platform to its end, resulting in vibration damping in the platform. To maximize the damping capability of WGA, we analyze the structural intensity field of the platform and attach the WGA based on the intensity field. Numerical and experimental results show that large reductions of peaks in mobility are achieved using the WGAs, showing the possibility to utilize the WGA in practice.
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Xuan, Yan, Linyun Xu, Guanhua Liu, and Jie Zhou. "The Potential Influence of Tree Crown Structure on the Ginkgo Harvest." Forests 12, no. 3 (March 19, 2021): 366. http://dx.doi.org/10.3390/f12030366.

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Ginkgo biloba L. has significant health benefits and considerable economic value, but harvesting the fruit is highly labor-intensive. Mechanical vibration harvesting has been shown effective in harvesting various fruit types. In the study of vibration harvesting, the research on the vibration characteristics of fruit trees focuses on the natural frequency (resonance frequency), model, and damping coefficient, which are the main factors affecting the vibration characteristics of trees. But field harvesting experiments have shown that the tree structure may have an impact on the vibration characteristics of the fruit tree and the efficiency of mechanical harvesting. In addition, the research on the damping coefficient of fruit trees is mainly low-frequency damping, and the relevant results cannot be applied to the actual vibration harvesting frequency range. Applying a natural frequency with low damping coefficient to excite a tree can reduce additional energy dissipation. This study explored the influence of ginkgo crown structure on the vibration characteristics and the law of damping changes with frequency. After counting 273 ginkgo trees, two typical ginkgo crown structures, monopodial branching and sympodial branching, were selected to be analyzed for vibration spectrum and damping coefficient. The vibration models for different crown-shaped ginkgo trees were simulated to analyze the vibration state at different frequencies. For sympodial branching ginkgo trees, the consistency of natural frequencies at different branches was better than monopodial branching ginkgo trees. The finite element model analysis shows that monopodial branching ginkgo trees have mainly partial vibrations at different branches when vibrating at high frequencies. The high-frequency vibrations in sympodial branching reflect the better overall vibration of the canopy. The damping coefficients for the two crown types decreased with the increase in frequency. The monopodial branching damping coefficient was 0.0148–0.0298, and the sympodial branching damping coefficient was slightly smaller at 0.0139–0.0248. Based on the test results, the sympodial branching ginkgo tree has better vibration characteristics. The results indicate that controlling the crown structure of fruit trees to be sympodial branching by pruning may help improve the overall vibration characteristics of fruit trees.
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De La Cuesta, Juanjo, Marco Brizzi, Bartolomé Mas, Seth Cooley, and Jonathan Duval. "Characterisation and Improvement of Aerodynamic Vibration in Modern Composite Rigging." Journal of Sailing Technology 9, no. 01 (December 31, 2024): 175–93. https://doi.org/10.5957/jst/2024.9.1.175.

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Abstract This study addresses the effects that wind-induced vibration has on composite rigging shrouds as well as the development of engineered dampeners to mitigate the identified effects. The research considered monolithic and bundled multiple-body shroud architectures, representing the two carbon-fibre based alternatives available in current composite rigging. Indeed, the literature suggests wide range of situations where vortex-induced-vibrations can affect rigging stays, yet yacht rigging experiments remain to be conducted. Consequently, wind tunnel testing, on-site measurements, and laboratory tests were performed to characterise the rigging vibration and dampening properties. The first output of the investigation evaluated through field velocity measurements in wind tunnel the turbulence intensity at the trailing edge of vibrating shrouds. Results depicted how the flow turbulence in resonating situations can be triple to that of the shroud when static. Secondly, testing with an excitation device provided the damping response of shrouds with different constructions. These tests quantified the motion amplitude of resonating shrouds as well as the inherent damping properties. Additional tests were performed on the same specimens following the installation of custom external damping devices to mitigate the vibration. Results showed how cables with varying constructions can attenuate the vibration up to 63% faster, whereas the dampeners were proven to provide significant reductions both in the resonance amplitude and damping time. Finally, onsite measurements were performed to quantify the vibration phenomenon and the performance of the dampeners in a real yachting situation. These results provide novel findings on the aerodynamics and vibration characteristics of modern composite riggings, and may be applicable to racing yachts and superyachts. Keywords vibration; rigging; carbon fibre; damping; aerodynamics; wind tunnel; vortex shedding
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Hujare, Pravin P., and Anil D. Sahasrabudhe. "Effect of Thickness of Damping Material on Vibration Control of Structural Vibration in Constrained Layer Damping Treatment." Applied Mechanics and Materials 592-594 (July 2014): 2031–35. http://dx.doi.org/10.4028/www.scientific.net/amm.592-594.2031.

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The reduction of noise and vibration is a major requirement for performance of any vibratory system. Passive damping technology using viscoelastic materials is classically used to control vibrations. Viscoelastic material among the damping materials is widely used to dissipate the structural vibration energy. Three-layer sandwich beams, made of two elastic outer layers and a viscoelastic layer sandwiched between them, are considered as damping structural elements. This paper presents the effect of thickness of constrained damping material on modal loss factor of vibrating structures. Measurements are performed on sandwich beam structure. In order to understand the effectiveness of the sandwich structures, the dynamics of beam with constrained viscoelastic layers are investigated. Comparisons of the experimental and the Numerical results confirm that the damping levels and the natural frequencies of damped structures are well corroborated.
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Shen, I. Y. "Hybrid Damping Through Intelligent Constrained Layer Treatments." Journal of Vibration and Acoustics 116, no. 3 (July 1, 1994): 341–49. http://dx.doi.org/10.1115/1.2930434.

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This paper is to propose a viable hybrid damping design that integrates active and passive dampings through intelligent constrained layer (ICL) treatments. This design consists of a viscoelastic shear layer sandwiched between a piezoelectric constraining cover sheet and the structure to be damped. According to measured vibration response of the structure, a feedback controller regulates axial deformation of the piezoelectric layer to perform active vibration control. In the meantime, the viscoelastic shear layer provides additional passive damping. The active damping component of this design will produce adjustable and significant damping. The passive damping component of this design will increase gain and phase margins, eliminate spillover, reduce power consumption, improve robustness and reliability of the system, and reduce vibration response at high frequency ranges where active damping is difficult to implement. To model the dynamics of ICL, an eighth-order matrix differential equation governing bending and axial vibrations of an elastic beam with the ICL treatment is derived. The observability, controllability, and stability of ICL are discussed qualitatively for several beam structures. ICL may render the system uncontrollable or unobservable or both depending on the boundary conditions of the system. Finally, two examples are illustrated in this paper. The first example illustrates how an ICL damping treatment, which consists of an idealized, distributed sensor and a proportional-plus-derivative feedback controller, can reduce bending vibration of a semi-infinite elastic beam subjected to harmonic excitations. The second example is to apply an ICL damping treatment to a cantilever beam subjected to combined axial and bending vibrations. Numerical results show that ICL will produce significant damping.
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Hubbard, Mont, and Stephane Laporte. "Damping of Javelin Vibrations in Flight." Journal of Applied Biomechanics 13, no. 3 (August 1997): 269–86. http://dx.doi.org/10.1123/jab.13.3.269.

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Javelin vibrations in flight are caused by large forces applied transversely to the javelin's long axis during its acceleration. These decay throughout the early portion of the flight but can have substantial effects on aerodynamic lift and drag forces. Vibration decay is due to two main factors: aerodynamic dissipation and material, or hysteretic, damping. The relative contributions of these two factors are identified using theoretical models and laboratory experiments. With models for vibration decay, flight simulations can include realistic, if hypothetical, vibrational effects on the achievable range.
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Kuvshinov, Kirill A., Alexey N. Gavrilin, Boris B. Moyzes, Anatoliy I. Nizhegorodov, and Maksim A. Kuznetsov. "Development of vibration protection system with quasi-zero stiffness and adjustable parameters." Bulletin of the Tomsk Polytechnic University Geo Assets Engineering 335, no. 9 (September 30, 2024): 115–27. http://dx.doi.org/10.18799/24131830/2024/9/3584.

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Relevance. While performing the operation processes, the technological equipment emits vibration. Vibration is a consequence of increased dynamic loads in structural elements and interfaces between systems and their elements. The development of fatigue damage can significantly accelerate. Therefore, the solution of the problems related to reducing vibration levels is always relevant. Each type of protective system has a linear law of changing the stiffness. This does not allow the effective damping of low-frequency vibrations. Thus, the information review demonstrates the future of the research according to the creation of the vibration protection systems, constantly improving their parameters in the following aspects: minimizing overall dimensions and number of parts; increasing reliability, especially in resonant mode; providing the ability to operate in modes with low stiffness. The last factor determines the good damping of vibration emitted by the source. Aim. To study the possibility of the vibration protection system development with quasi-zero stiffness with the ability to effectively dampen low-frequency vibrations. Methods. Information and analytical review in the field of the research, search for the constructive solutions, preliminary design calculations and 3D modeling, description of the device being developed and its operating principles. Results. The research presents the results of development of the vibration protection system with quasi-zero stiffness and a fragment of an information review of existing vibration protection systems. The authors indicated the main shortcomings specific to all vibration protection systems: relatively large sizes, large number of elements, insufficient operating frequency range. The authors proposed a constructive solution for creating a vibration damping system with a nonlinear law of change in stiffness. This solution allows eliminating the above shortcomings and providing the possibility of effective damping of low-frequency vibrations. The authors created the method for calculating the constructive parameters of a vibration damping system. An example of calculation is given in the paper. This system differs from existing vibration protection devices in its low stiffness and small dimensions, and a wide operating frequency range of vibration damping. The efficiency of the system operating with nonlinear and quasi-zero stiffness is proved.
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Fayyaz, Salem Bashmal, Aamer Nazir, Sikandar Khan, and Abdulrahman Alofi. "Damping Optimization and Energy Absorption of Mechanical Metamaterials for Enhanced Vibration Control Applications: A Critical Review." Polymers 17, no. 2 (January 18, 2025): 237. https://doi.org/10.3390/polym17020237.

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Metamaterials are pushing the limits of traditional materials and are fascinating frontiers in scientific innovation. Mechanical metamaterials (MMs) are a category of metamaterials that display properties and performances that cannot be realized in conventional materials. Exploring the mechanical properties and various aspects of vibration and damping control is becoming a crucial research area. Their geometries have intricate features inspired by nature, which make them challenging to model and fabricate. The fabrication of MMs has become possible because of the emergence of additive manufacturing (AM) technology. Mechanical vibrations in engineering applications are common and depend on inertia, stiffness, damping, and external excitation. Vibration and damping control are important aspects of MM in vibrational environments and need to be enhanced and explored. This comprehensive review covers different vibration and damping control aspects of MMs fabricated using polymers and other engineering materials. Different morphological configurations of MMs are critically reviewed, covering crucial vibration aspects, including bandgap formation, energy absorption, and damping control to suppress, attenuate, isolate, and absorb vibrations. Bandgap formation using different MM configurations is presented and reviewed. Furthermore, studies on the energy dissipation and absorption of MMs are briefly discussed. In addition, the vibration damping of various lattice structures is reviewed along with their analytical modeling and experimental measurements. Finally, possible research gaps are highlighted, and a general systematic procedure to address these areas is suggested for future research. This review paper may lay a foundation for young researchers intending to start and pursue research on additive-manufactured MM lattice structures for vibration control applications.
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Huang, Min Yuan. "Damping Influence of System Vibration." Applied Mechanics and Materials 71-78 (July 2011): 1889–92. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.1889.

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Regarding the system vibration as the research object, we study vibration characteristics of the system vibration under the damping action. The primary coverage is as follows: under the external condition of undamped condition, damping condition, free vibration, and harmonic excitation, etc., the fundamental vibration form possesses vibration characteristics. In the project practice, the damping factor’s role to the vibrating system, as well as parameter determination is the damping factor. Low frequency effects on the structure system along with the effective of controlling resonance. In the damping treatment, we have characteristics demand for the damping. Through thorough analysis to damping action, we will obtain the best project fitting.
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Fan, Lei, Xiang Fang, Jiang Ming Pan, Ming Jun Fu, Lin Tao Zhang, and Zhen Ru Gao. "Experiment on Damping Effects of Damping Ditch in Complex Environment." Applied Mechanics and Materials 713-715 (January 2015): 228–30. http://dx.doi.org/10.4028/www.scientific.net/amm.713-715.228.

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Damping ditch is an important method to reduce blasting vibration effects. In order to investigate rules of damping trench on blasting vibration, blasting experiments of damping channel were conducted in an actual project. Meanwhile, blasting seismic waves were measured with analysis of datum. Results showed that blasting vibration intensity was distinctly reduced by using damping ditch; the spectrum of seismic waves was changed to decentralize the energy to dampen blasting vibration.
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Dissertations / Theses on the topic "Vibration damping"

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Graves, Kynan E., and kgraves@swin edu au. "Electromagnetic energy regenerative vibration damping." Swinburne University of Technology, 2000. http://adt.lib.swin.edu.au./public/adt-VSWT20060307.120939.

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This thesis documents a PhD level research program, undertaken at the Industrial Institute Swinburne, Swinburne University of Technology between the years of 1997 and 2000. The research program investigated electromagnetic energy regenerative vibration damping; the process of recovering energy from damped, vibrating systems. More specifically, the main research objective was to determine the performance of regenerative damping for the application of vehicle suspension systems. This question emerged due to the need for continuous improvement of vehicle efficiency and the potential benefits possible from the development of regenerative vehicle suspension. It was noted, at the outset of this research, that previous authors had undertaken research on particular aspects of regenerative damping systems. However in this research, the objective was to undertake a broader investigation which would serve to provide a deeper understanding of the key factors. The evaluation of regenerative vibration damping performance was achieved by developing a structured research methodology that began with analysing the overall requirements of regenerative damping and, based on these requirements, investigated several important design aspects of the system. The specific design aspects included an investigation of electromagnetic machines for use as regenerative damping devices. This analysis concentrated on determining the most promising electromagnetic device construction based on its damping and regeneration properties. The investigation then proceeded to develop an 'impedance-matching' regenerative interface, in order to control the energy flows in the system. This form of device had not been previously developed for electromagnetic vibration damping, and provided a significant advantage in maximising energy regeneration while maintaining damping control. The results from this analysis, when combined with the issues of integrating such a system in vehicle suspension, were then used to estimate the overall performance of regenerative damping for vehicle suspension systems. The methodology and findings in this research program provided a number of contributing elements to the field, and provided an insight into the development of regenerative vehicle systems. The findings revealed that electromagnetic regenerative vibration damping may be feasible for applications such as electric vehicles in which energy efficiency is a primary concern, and may have other applications in similar vibrating systems.
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Anasavarapu, Srikantha Phani. "Damping identification in linear vibration." Thesis, University of Cambridge, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.615994.

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Adhikari, Sondipon. "Damping models for structural vibration." Thesis, University of Cambridge, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.620975.

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Ganguli, ABHIJIT. "Chatter reduction through active vibration damping." Doctoral thesis, Universite Libre de Bruxelles, 2005. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/210980.

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The aim of the thesis is to propose active damping as a potential control strategy for chatter instability in machine tools.

The regenerative process theory explains chatter as a closed loop interaction between the structural dynamics and the cutting process. This is considered to be the most dominant reason behind machine tool chatter although other instability causing mechanisms exist.

The stability lobe diagram provides a quantitative idea of the limits of stable machining in terms of two physical parameters: the width of contact between tool and the workpiece, called the width of cut and the speed of rotation of the spindle. It is found that the minimum value of the stability limit is proportional to the structural damping ratio for turning operations. This important finding provides the motivation of influencing the structural dynamics by active damping to enhance stability limits of a machining operation.

A direct implementation of active damping in an industrial environment may be difficult. So an intermediate step of testing the strategy in a laboratory setup, without conducting real cutting is proposed. Two mechatronic "Hardware in the Loop" simulators for chatter in turning and milling are presented, which simulate regenerative chatter experimentally without conducting real cutting tests. A simple cantilever beam, representing the MDOF dynamics of

the machine tool structure constitutes the basic hardware part and the cutting process is simulated in real time on a DSP board. The values of the cutting parameters such as spindle speed and the axial width of cut can be changed on the DSP board and the closed loop interaction between the structure and the cutting process can be led to instability.

The demonstrators are then used as test beds to investigate the efficiency of active damping, as a potential chatter stabilization strategy. Active damping is easy to implement, robust and does not require a very detailed model of the structure for proper functioning, provided a collocated sensor and actuator configuration is followed. The idea of active damping is currently being implemented in the industry in various metal cutting machines as part of the European Union funded SMARTOOL project (www.smartool.org), intended to propose smart chatter control technologies in machining operations.
Doctorat en sciences appliquées
info:eu-repo/semantics/nonPublished

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Ting-Kong, Christopher. "Design of an adaptive dynamic vibration absorber." Title page, contents and abstract only, 1998. http://thesis.library.adelaide.edu.au/adt-SUA/public/adt-SUA20010220.212153.

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Zhu, Jianfeng. "Vibration suppression by using magnetic damping." Thesis, University of Liverpool, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.440844.

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PENG, WU, and Sebastian Levin. "Chatter Vibration Damping in Parting Tools." Thesis, Blekinge Tekniska Högskola, Institutionen för maskinteknik, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-16798.

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Aumjaud, Pierre. "Vibration damping of lightweight sandwich structures." Thesis, University of Exeter, 2015. http://hdl.handle.net/10871/20730.

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Honeycomb-cored sandwich structures are widely used in transport for their high strength-to-mass ratio. Their inherent high stiffness and lightweight properties make them prone to high vibration cycles which can incur deleterious damage to transport vehicles. This PhD thesis investigates the performance of a novel passive damping treatment for honeycomb-cored sandwich structures, namely the Double Shear Lap-Joint (DSLJ) damper. It consists of a passive damping construct which constrains a viscoelastic polymer in shear, thus dissipating vibrational energy. A finite element model of such DSLJ damper inserted in the void of a hexagonal honeycomb cell is proposed and compared against a simplified analytical model. The damping efficiency of the DSLJ damper in sandwich beams and plates is benchmarked against that of the Constrained Layer Damper (CLD), a commonly used passive damping treatment. The DSLJ damper is capable of achieving a higher damping for a smaller additional mass in the host structure compared to the optimised CLD solutions found in the literature. The location and orientation of DSLJ inserts in honeycomb sandwich plates are then optimised with the objective of damping the first two modes using a simple parametric approach. This method is simple and quick but is not robust enough to account for mode veering occurring during the optimisation process. A more complex and computationally demanding evolutionary algorithm is subsequently adopted to identify optimal configurations of DSLJ in honeycomb sandwich plates. Some alterations to the original algorithm are successfully implemented for this optimisation problem in an effort to increase the convergence rate of the optimisation process. The optimised designs identified are manufactured and the modal tests carried out show an acceptable correlation in the trends identified by the numerical simulations, both in terms of damping per added mass and natural frequencies.
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Ehnes, Charles W. "Damping in stiffener welded structures." Thesis, Monterey, Calif. : Springfield, Va. : Naval Postgraduate School ; Available from National Technical Information Service, 2003. http://library.nps.navy.mil/uhtbin/hyperion-image/03Jun%5FEhnes.pdf.

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Kidner, Michael Roger Francis. "An active vibration neutraliser." Thesis, University of Southampton, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.299609.

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Books on the topic "Vibration damping"

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G, Jones David I., and Henderson John P. 1934-, eds. Vibration damping. New York: Wiley, 1985.

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Baz, Amr M. Active and Passive Vibration Damping. Chichester, UK: John Wiley & Sons, Ltd, 2019. http://dx.doi.org/10.1002/9781118537619.

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T, Sun C. Vibration damping of structural elements. Englewood Cliffs, N.J: PTR Prentice Hall, 1995.

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T, Sun C. Vibration damping of structural elements. Englewood Cliffs, N.J: Prentice Hall PTR, 1995.

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W, De Silva Clarence, ed. Vibration damping, control, and design. Boca Raton: Taylor & Francis, 2007.

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Inman, Daniel J. Vibration with Control. New York: John Wiley & Sons, Ltd., 2006.

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Thiagamani, Senthil Muthu Kumar, Md Enamul Hoque, Senthilkumar Krishnasamy, Chandrasekar Muthukumar, and Suchart Siengchin. Vibration and Damping Behavior of Biocomposites. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003173625.

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Corsaro, Robert D., and L. H. Sperling, eds. Sound and Vibration Damping with Polymers. Washington, DC: American Chemical Society, 1990. http://dx.doi.org/10.1021/bk-1990-0424.

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Chen, Goong. Vibration and damping in distributed systems. Boca Raton, FL: CRC Press, 1993.

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D, Corsaro Robert, Sperling L. H. 1932-, American Chemical Society. Division of Polymeric Materials: Science and Engineering., and American Chemical Society Meeting, eds. Sound and vibration damping with polymers. Washington, DC: American Chemical Society, 1990.

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Book chapters on the topic "Vibration damping"

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Karnovsky, Igor A., and Evgeniy Lebed. "Vibration Damping." In Theory of Vibration Protection, 167–205. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-28020-2_5.

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Lalanne, Christian. "Non-Viscous Damping." In Sinusoidal Vibration, 261–89. Chichester, UK: John Wiley & Sons, Ltd, 2014. http://dx.doi.org/10.1002/9781118931110.ch7.

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Lalanne, Christian. "Non-viscous damping." In Sinusoidal Vibration, 197–225. Boca Raton: CRC Press, 2024. http://dx.doi.org/10.1201/9781003578703-6.

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Harris, David A. "Vibration Damping Materials." In Noise Control Manual, 35–44. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4757-6009-5_4.

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Landau, Ioan Doré, Tudor-Bogdan Airimitoaie, Abraham Castellanos-Silva, and Aurelian Constantinescu. "Active Damping." In Adaptive and Robust Active Vibration Control, 187–210. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-41450-8_10.

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Li, Aiqun. "Other Damping Devices." In Vibration Control for Building Structures, 313–86. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-40790-2_10.

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Li, Aiqun. "Tuned Damping Device." In Vibration Control for Building Structures, 221–57. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-40790-2_8.

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Ungar, Eric E. "Vibration Isolation and Damping." In Encyclopedia of Acoustics, 843–55. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2007. http://dx.doi.org/10.1002/9780470172520.ch71.

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Chakraborty, Bikash Chandra, and Praveen Srinivasan. "Vibration Damping by Polymers." In Smart Polymers, 262–89. New York: CRC Press, 2022. http://dx.doi.org/10.1201/9781003037880-13.

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Akay, Adnan, and Antonio Carcaterra. "Damping Mechanisms." In Active and Passive Vibration Control of Structures, 259–99. Vienna: Springer Vienna, 2014. http://dx.doi.org/10.1007/978-3-7091-1821-4_6.

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Conference papers on the topic "Vibration damping"

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Legovich, Yury, Yury Maximov, and Dmitry Maximov. "Quadrocopter Vibration Damping." In 2020 13th International Conference Management of large-scale system development (MLSD). IEEE, 2020. http://dx.doi.org/10.1109/mlsd49919.2020.9247735.

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Qian, Yang, Anuj Aggarwal, and Hameed Khan. "Damping Efficiency of Ribbed Panels with Different Damping Materials." In SAE Noise and Vibration Conference and Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1997. http://dx.doi.org/10.4271/971930.

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Hutchinson, Mark. "Automated Downhole Vibration Damping." In SPE/IADC Middle East Drilling Technology Conference & Exhibition. Society of Petroleum Engineers, 2013. http://dx.doi.org/10.2118/166736-ms.

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Tathavadekar, Parimal, Taner Onsay, and Wenlung Liu. "Damping Performance Measurement of Non-uniform Damping Treatments." In SAE 2007 Noise and Vibration Conference and Exhibition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2007. http://dx.doi.org/10.4271/2007-01-2199.

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Lewis, Thomas M., and Richard D. Branch. "Routine Damping Material Evaluation and Design of Surface Damping Treatments." In SAE Noise and Vibration Conference and Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1987. http://dx.doi.org/10.4271/870986.

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Plunt, Juha. "The Power Injection Method for Vibration Damping Determination of Body Panels with Applied Damping Treatments and Trim." In Noise & Vibration Conference & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1991. http://dx.doi.org/10.4271/911085.

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Samardzic, Nikolina, and Sergiy Sergiyenko. "The Impact of Damping Material Application Parameters on Damping Performance." In SAE 2007 Noise and Vibration Conference and Exhibition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2007. http://dx.doi.org/10.4271/2007-01-2200.

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KIRSCHNER, F., and JE KOCH. "VIBRATION DAMPING FOR SHIPBOARD VIBRATION AND NOISE CONTROL." In Inter.Noise 1983. Institute of Acoustics, 2024. http://dx.doi.org/10.25144/22773.

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Zaev, Emil, Gerhard Rath, and Hubert Kargl. "Energy Efficient Active Vibration Damping." In 13th Scandinavian International Conference on Fluid Power, June 3-5, 2013, Linköping, Sweden. Linköping University Electronic Press, 2013. http://dx.doi.org/10.3384/ecp1392a35.

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Watanabe, Yukichi, Takashi Takeda, Makoto Kabasawa, Shugo Tanabe, and Masafumi Yoshida. "Development of Vibration-Damping Sheets." In SAE International Congress and Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1985. http://dx.doi.org/10.4271/850325.

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Reports on the topic "Vibration damping"

1

Yoshikawa, Shoko, and S. K. Kurtz. Passive Vibration Damping Materials: Piezoelectric Ceramics Composites for Vibration Damping Applications. Fort Belvoir, VA: Defense Technical Information Center, February 1993. http://dx.doi.org/10.21236/ada260792.

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Yoshikawa, Shoko, R. Meyer, J. Witham, S. Y. Agadda, and G. Lesieutre. Passive Vibration Damping Materials: Piezoelectric Ceramic Composites for Vibration Damping Applications. Fort Belvoir, VA: Defense Technical Information Center, August 1995. http://dx.doi.org/10.21236/ada298477.

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Simmons, Jack. Vibration Damping Characteristics of Typical Harpsichord Strings. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.1992.

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Clarke, David R. Coatings for High-Temperature Vibration Damping of Turbines. Fort Belvoir, VA: Defense Technical Information Center, October 2009. http://dx.doi.org/10.21236/ada512001.

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Ratcliffe, Colin P., Roger M. Crane, Dean Capone, and Kevin Koudela. Standardized Procedure for Experimental Vibration Testing of Damping Test Specimens. Fort Belvoir, VA: Defense Technical Information Center, December 1998. http://dx.doi.org/10.21236/ada363069.

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Howe, Michael S. Theoretical and Experimental Investigation of Vibration Damping by Vorticity Production. Fort Belvoir, VA: Defense Technical Information Center, July 1998. http://dx.doi.org/10.21236/ada351025.

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Maidanik, G. Vibration Damping by a Nearly Continuous Distribution of Nearly Undamped Oscillators. Fort Belvoir, VA: Defense Technical Information Center, April 1999. http://dx.doi.org/10.21236/ada362958.

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Wang, Kon-Well. Simultaneous Vibration Isolation and Damping Control Via High Authority Smart Structures. Fort Belvoir, VA: Defense Technical Information Center, January 2000. http://dx.doi.org/10.21236/ada424492.

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McDaniel, J. G., Kyle Bridgeo, and Hande Ozturk. Estimating the Effects of Damping Treatments on the Vibration of Complex Structures. Fort Belvoir, VA: Defense Technical Information Center, September 2012. http://dx.doi.org/10.21236/ada570547.

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Lagoudas, Dimitris C., Tamas Kalmar-Nagy, and Magdalini Z. Lagoudas. Shape Memory Alloys for Vibration Isolation and Damping of Large-Scale Space Structures. Fort Belvoir, VA: Defense Technical Information Center, August 2010. http://dx.doi.org/10.21236/ada564585.

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