Relevant bibliographies by topics / Damping

Academic literature on the topic 'Damping'

Author: Grafiati
Published: 4 June 2021
Last updated: 4 May 2024

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Journal articles on the topic "Damping"

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Zhang, Jian, Xiang Ning Xiao, Ben Feng Gao, and Chao Luo. "The Comparative Analysis of SVC and STATCOM on Subsynchronous Oscillation Mitigation." Advanced Materials Research 756-759 (September 2013): 245–49. http://dx.doi.org/10.4028/www.scientific.net/amr.756-759.245.

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The methods for subsynchronous oscillation mitigation based on SVC and STATCOM are analyzed in this paper. According to the IEEE first benchmark model, the electrical damping coefficients respectively provided by SVC and STATCOM connected at the generator terminal, as well as positive damping condition, are deduced by complex torque coefficient approach. Correlative factors which influence the two positive dampings are compared. The analysis results indicate that the positive damping provided by SVC is proportional to the size of system voltage. The positive damping provided by STATCOM is not affected by the size of system voltage, which is mostly proportional to the subsynchronous voltage produced itself. The controllers of SVC and STATCOM are designed and the positive dampings separately offered by SVC and STATCOM are optimized by phase compensation with test signal method. The time domain simulation reveals that STATCOM has stronger damping ability than SVC in the case of short circuit fault.
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Viet, La Duc. "On the trade-off performance curve of vibration isolation controlled by passive or adaptive dampings." Vietnam Journal of Mechanics 45, no. 2 (June 30, 2023): 131–44. http://dx.doi.org/10.15625/0866-7136/18148.

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This paper addresses an on-off adaptive damping isolation, in which the damping can be frequency dependent. The comparison with the passive isolation is illustrated by the trade off performance curve, which is shown the relation between the displacement and force transmissibility. The adaptive control is based on on-off dampings and a switching frequency. The analytical optimization of the adaptive damping law can be obtained. The optimized adaptive damping control showed a remarkable improvement comparing with the passive one. At last, a self-made magnetorheological fluid is introduced to show the capability to provide the variable damping.
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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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Iskakov, Zharilkassin. "SIMULATION OF NON-LINEAR CHARACTERISTICS INFLUENCE DYNAMIC ON VERTICAL RIGID GYRO ROTOR RESONANT OSCILLATIONS." CBU International Conference Proceedings 6 (September 25, 2018): 1094–100. http://dx.doi.org/10.12955/cbup.v6.1319.

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The influence of viscous linear and cubic nonlinear damping of an elastic support on the resonance oscillations of a vertical rigid gyroscopic unbalanced rotor is investigated. Simulation results show that linear and cubic non-linear damping can significantly dampen the main harmonic resonant peak. In non-resonant areas where the speed is higher than the critical speed, the cubic non-linear damping can slightly dampen rotor vibration amplitude in contrast to linear damping. If linear or cubic non-linear damping increase in resonant area significantly kills capacity for absolute motion, then they have little or no influence on the capacity for absolute motion in non-resonant areas. The simulation results can be successfully used to create passive vibration isolators used in rotor machines vibration damping, including gyroscopic ones.
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Gudmestad, Ove T. "Transient motions of an oscillating system caused by forcing terms proportional to the velocity of the structural motion." Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences 369, no. 1947 (July 28, 2011): 2881–91. http://dx.doi.org/10.1098/rsta.2011.0107.

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Damping limits the motions of an oscillator, which is a dynamic system. The selection of formulations for damping is discussed. If the forcing of the dynamic system contains terms that are proportional to the velocity of motion of the oscillator (drag-type forcing functions), these effects will additionally contribute to dampening the oscillations. Should the total damping under certain conditions become apparently negative, the oscillations will grow until the damping has again become positive. Investigations into damping effects that apparently are negative, and discussions where apparent negative damping might appear in practical applications are of great interest.
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Apalara, Tijani A., Aminat O. Ige, Cyril D. Enyi, and Mcsylvester E. Omaba. "Uniform stability result of laminated beams with thermoelasticity of type Ⅲ." AIMS Mathematics 8, no. 1 (2023): 1090–101. http://dx.doi.org/10.3934/math.2023054.

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<abstract><p>In this work, we study the effect of heat conduction theories pioneered by Green and Naghdi, popularly called thermoelasticity of type Ⅲ, on the stability of laminated Timoshenko beams. Without the structural (interfacial slip) damping or any other forms of damping mechanisms, we establish an exponential stability result depending on the equality of wave velocities of the system. Our work shows that the thermal effect is strong enough to stabilize the system exponentially without any additional internal or boundary dampings. The result extends some of the developments in literature where structural damping (in addition to some internal or boundary dampings) is necessary to bring about exponential stability.</p></abstract>
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Haro-Olmo, María Isabel, Inés Tejado, Blas M. Vinagre, and Vicente Feliu-Batlle. "Fractional-Order Models of Damping Phenomena in a Flexible Sensing Antenna Used for Haptic Robot Navigation." Fractal and Fractional 7, no. 8 (August 15, 2023): 621. http://dx.doi.org/10.3390/fractalfract7080621.

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In this paper, two types of fractional-order damping are proposed for a single flexible link: internal and external friction, related to the material of the link and the environment, respectively. Considering these dampings, the Laplace transform is used to obtain the exact model of a slewing flexible link by means of the Euler–Bernoulli beam theory. The model obtained is used in a sensing antenna with the aim of accurately describing its dynamic behavior, thanks to the incorporation of the mentioned damping models. Therefore, experimental data are used to identify the damping phenomena of this system in the frequency domain. Welch’s method is employed to estimate the experimental frequency responses. To determine the best damping model for the sensing antenna, a cost function with two weighting forms is minimized for different model structures (i.e., with internal and/or external dampings of integer- and/or fractional-order), and their robustness and fitting performance are analyzed.
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Ren, Yongsheng, and Yuhuan Zhang. "Free Vibration and Damping of Rotating Composite Shaft with a Constrained Layer Damping." Shock and Vibration 2016 (2016): 1–20. http://dx.doi.org/10.1155/2016/9045460.

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The free vibration and damping characteristics of rotating shaft with passive constrained layer damping (CLD) are studied. The shaft is made of fiber reinforced composite materials. A composite beam theory taking into account transverse shear deformation is employed to model the composite shaft and constraining layer. The equations of motion of composite rotating shaft with CLD are derived by using Hamilton’s principle. The general Galerkin method is applied to obtain the approximate solution of the rotating CLD composite shaft. Numerical results for the rotating CLD composite shaft with simply supported boundary condition are presented; the effects of thickness of constraining layer and viscoelastic damping layers, lamination angle, and rotating speed on the natural frequencies and modal dampings are discussed.
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Bravo, J. C. V., H. P. Oquendo, and J. E. M. Rivera. "Optimal Decay Rates for Kirchhoff Plates with Intermediate Damping." TEMA (São Carlos) 21, no. 2 (July 22, 2020): 261. http://dx.doi.org/10.5540/tema.2020.021.02.261.

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In this paper we study the asymptotic behavior of Kirchhoff plates with intermediate damping. The damping considered contemplates the frictional and the Kelvin-Voigt type dampings. We show that the semigroup those equations decays polynomially in time at least with the rate t^{-1/(2-2θ)}, where θ is a parameter in the interval [0,1[. Moreover, we prove that this decay rate is optimal.
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Avdeeva, Anna, Galina Khromova, and Davran Radjibaev. "Two-axle bogie vibration damping system with additional damping elements." E3S Web of Conferences 365 (2023): 02003. http://dx.doi.org/10.1051/e3sconf/202336502003.

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There are no optimal vibration damping designs for safe movement at the present stage of the development of high-speed rail transport. The purpose of improving existing structures is their ability to simultaneously dampen both longitudinal and transverse vibrations. For dynamic research, an analytical method has been developed for calculating the stresses and deformations of the sidewall of the frame of an electric locomotive bogie in motion, taking into account the unevenness of the joints. The result of the work on creating a new design of a two-axle bogie of a railway vehicle, with additional damping elements of the vibration damping system, is the Patent of the Republic of Uzbekistan for the invention No. IAP 06498 [1]. The considered design is universal and suitable for a subway car, motor locomotive, or railcar.
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Dissertations / Theses on the topic "Damping"

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Olsen, Mary W., and Deborah Young. "Damping Off." College of Agriculture and Life Sciences, University of Arizona (Tucson, AZ), 2011. http://hdl.handle.net/10150/144802.

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2 pp.
Originally published: 1998
Damping off is caused by several different fungi under different environmental conditions. The fungi include Pythium, Rhizoctonia solani, and Thielaviopsis basicola. This article discusses the symptoms, environmental conditions, diseases, prevention and control methods for the damping-off caused by fungi.
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Rappeline, Peter Frederick. "The microstructural basis of damping in high damping alloys." Thesis, Monterey, California. Naval Postgraduate School, 1989. http://hdl.handle.net/10945/27132.

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Penetrante, Wendel D. "Calculating required substructure damping to meet prescribed system damping levels." Thesis, Monterey, Calif. : Naval Postgraduate School, 2007. http://bosun.nps.edu/uhtbin/hyperion-image.exe/07Jun%5FPenetrante.pdf.

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Thesis (M.S. in Mechanical Engineering)--Naval Postgraduate School, June 2007.
Thesis Advisor(s): Joshua Gordis. "June 2007." Includes bibliographical references (p. 73-74). Also available in print.
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Prandina, Marco. "Spatial damping identification." Thesis, University of Liverpool, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.533930.

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Dew, Dwight D. "Strain dependent damping characteristics of a high damping manganese-copper alloy." Thesis, Monterey, California: U.S. Naval Postgraduate School, 1986. http://hdl.handle.net/10945/22121.

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Labonnote, Nathalie. "Damping in Timber Structures." Doctoral thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for konstruksjonsteknikk, 2012. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-18168.

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Key point to development of environmentally friendly timber structures, appropriate to urban ways of living, is the development of high-rise timber buildings. Comfort properties are nowadays one of the main limitations to tall timber buildings, and an enhanced knowledge on damping phenomena is therefore required, as well as improved prediction models for damping. The aim of this work has consequently been to estimate various damping quantities in timber structures. In particular, models have been derived for predicting material damping in timber members, beams or panels, or in more complex timber structures, such as floors. Material damping is defined as damping due to intrinsic material properties, and used to be referred to as internal friction. In addition, structural damping, defined as damping due to connections and friction in-between members, has been estimated for timber floors. The thesis consists of six main parts. The first part is entitled “Contexts”, and is composed of four chapters. A general overview of the wood material and its structural use in buildings is presented in Chapter 1. Chapter 2 gives a thorough literature review on comfort properties of (timber) floors. Chapter 1 and Chapter 2 serve as justifications for the motivation of this work, expressed in Chapter 3, and the aim of the work, expressed in Chapter 4. The next part “Backgrounds” briefly describes the basic theories used along the thesis, for the analytical studies (Chapter 5), the experimental studies (Chapter 6), and the numerical studies (Chapter 7). The part “State of the art” is a general literature review on damping (Chapter 8). A particular accent is set on the derivation of various damping prediction models. The “Research” part summarizes the original research work. Chapter 9 briefly presents the background and main findings for each study, and Chapter 10 concludes and proposes suggestions for further research. The studies are detailed in four journal papers, which are integrally reported in the “Publications” part. Paper I focuses on the evaluation of material damping in timber beam specimens with dimensions typical of common timber floor structures. Using the impact test method, 11 solid wood beams and 11 glulam beams made out of Norway Spruce (Picea Abies) were subjected to flexural vibrations. The tests involved different spans and orientations. A total of 420 material damping evaluations were performed, and the results are presented as mean values for each configuration along with important statistical indicators to quantify their reliability. The consistency of the experimental method was validated with respect to repeatability and reproducibility. General trends found an increasing damping ratio for higher modes, shorter spans, and edgewise orientations. It is concluded from the results that material damping is governed by shear deformation, which can be expressed more conveniently with respect to the specific mode shape and its derivatives. Paper II deals with the prediction of material damping in Timoshenko beams. Complex elastic moduli and complex stiffness are defined to derive an analytical model that predicts the hysteretic system damping for the whole member. The prediction model comprises two parts, the first related to bending, and the second related to shear. Selected experimental damping evaluations from Paper I are used to validate the model and obtain fitted values of loss factors for two types of wood. The good agreement of the derived model with experimental data reveals an efficient approach in the prediction of material damping. In Paper III, a semi-analytical prediction model of material damping in timber panels is described. The approach is derived from the strain energy method and input is based on loss factors, which are intrinsic properties of the considered materials, together with material properties and mode shape integrals, whose calculation can easily be implemented in most finite element codes. Experimental damping evaluations of three types of timber panels are performed. These are particleboards, oriented strand board panels and structural laminated veneer panels. Fair goodness-of-fit between the experimental results and the prediction models reveals an efficient approach for the prediction of material damping in timber panels with any boundary conditions, knowing only the loss factors and the mode shapes. In Paper IV, dynamic properties of two timber floors are experimentally evaluated by impact method. Each floor uses one specified type of connectors, either screws or nails. A numerical model is developed using constrained degrees-of-freedom for the modeling of connectors. Numerical analyses have been performed, and show good agreement with experimental results. A procedure is written using the commercial finite element software Abaqus to predict material damping from a strain energy approach. Estimation of structural damping is performed as the difference between the experimentally evaluated total damping and the predicted material damping. The contribution from floor members to material damping is extensively investigated, and the needs for better prediction of damping are discussed. Specific details of some aspects of the work are included in the “Appendix” part.
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Messalti, Mansour. "Viscoelastic damping of beams /." Online version of thesis, 1988. http://hdl.handle.net/1850/10414.

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André, Samuel. "Optimization of Valve Damping." Thesis, Linköpings universitet, Fluida och mekatroniska system, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-104862.

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Öhlins CES Technologies in Jönköping have in the last 30 years been developing control valves for semi active suspension systems used in the car industry. The system, marketed by Öhlins under the brand name CES (Continuously controlled Electronic Suspension), enables a wide working range and ability to adapt to the current road conditions. By controlling  the valve in different ways there are also possibilities to decide on a specfic damper characteristic such as sport or comfort. The CES valve is working as a pilot controlled pressure regulator and is continuously controlled with help of an electro magnet. The CES valve is mounted in a uniflow damper which in turn guarantees the flow through the valve to go in only one direction independently ofdamper stroke direction. The rst part of the thesis investigates the damping characteristics in the latest model of the CES valve (i.e the CES8700). A simulation model is made to approximate the damping in the solenoid plunger. Questions that are answered are: How is damping dened, what creates damping in the valve, how large is the damping, what parameters aect the damping. The second part of the thesis investigates new and already prototyped damping concepts with help of simulation. This has been done in order to optimize the valve damping and in turn the damper performance. The simulation results show that the valve dynamics can be improved but often at the expense of a slower valve.
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Hsu, Yi-Chu. "Damping treatments for microstructures /." Thesis, Connect to this title online; UW restricted, 2003. http://hdl.handle.net/1773/7054.

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Muratani, Keiichi, Satoshi Kito, Yoshito Itoh, Yasuo Kitane, and Paramashanti. "Experimental investigation of aging effect on damping ratio of high damping rubber bearing." 土木学会, 2011. http://hdl.handle.net/2237/18847.

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Books on the topic "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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Rappeline, Peter Frederick. The microstructural basis of damping in high damping alloys. Monterey, Calif: Naval Postgraduate School, 1989.

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C, Hughes Peter. Damping models for flexible communications satellites by substructural damping synthesis. [Downsview, Ont.]: Institute for Aerospace Studies, 1985.

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Dew, Dwight D. Strain dependent damping characteristics of a high damping manganese-copper alloy. Monterey, Calif: Naval Postgraduate School, 1986.

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Córdova, Carlos Juán Cornejo. Elastodynamics with hysteretic damping. Delft, Netherlands: DUP Science, 2002.

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Soovere, J. Aerospace structures technology damping design guide. Wright-Patterson Air Force Base, Ohio: Air Force Flight Dynamics Laboratory, 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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Jauregui, Juan Carlos, ed. Nonlinear Structural Dynamics and Damping. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-13317-7.

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Bajalan, Hamid. Damping in zinc-based alloys. Birmingham: Aston University. Department of Mechanical and ElectricalEngineering, 1993.

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Structural vibration: Analysis and damping. London: Arnold, 1996.

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Book chapters on the topic "Damping"

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Zaeh, Michael F. "Damping." In CIRP Encyclopedia of Production Engineering, 1–5. Berlin, Heidelberg: Springer Berlin Heidelberg, 2018. http://dx.doi.org/10.1007/978-3-642-35950-7_6526-3.

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Jia, Junbo. "Damping." In Risk Engineering, 233–60. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-37003-8_14.

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Gooch, Jan W. "Damping." In Encyclopedic Dictionary of Polymers, 194. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_3283.

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Cremer, L., M. Heckl, and B. A. T. Petersson. "Damping." In Structure-Borne Sound, 149–235. Berlin, Heidelberg: Springer Berlin Heidelberg, 2005. http://dx.doi.org/10.1007/3-540-26514-7_4.

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Zaeh, Michael F. "Damping." In CIRP Encyclopedia of Production Engineering, 469–72. Berlin, Heidelberg: Springer Berlin Heidelberg, 2019. http://dx.doi.org/10.1007/978-3-662-53120-4_6526.

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Cremer, L., and M. Heckl. "Damping." In Structure-Borne Sound, 195–265. Berlin, Heidelberg: Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-662-10121-6_3.

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Zaeh, Michael. "Damping." In CIRP Encyclopedia of Production Engineering, 359–63. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-20617-7_6526.

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Jia, Junbo. "Damping." In Modern Earthquake Engineering, 633–46. Berlin, Heidelberg: Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-642-31854-2_21.

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Strømmen, Einar N. "Damping." In Springer Series in Solid and Structural Mechanics, 355–408. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-01802-7_9.

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Weik, Martin H. "damping." In Computer Science and Communications Dictionary, 335. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_4148.

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Conference papers on the topic "Damping"

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Kim, Sunghwan, Thomas J. Johnson, and William W. Clark. "Harvesting energy from a cantilever piezoelectric beam." In Smart Structures and Materials 2004: Damping and Isolation. SPIE, 2004. http://dx.doi.org/10.1117/12.539889.

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Cai, Chenguang, and Qiao Sun. "Measurement of damping properties of damping material." In Sixth International Symposium on Precision Engineering Measurements and Instrumentation. SPIE, 2010. http://dx.doi.org/10.1117/12.885843.

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Kashiri, Navvab, Gustavo A. Medrano-Cerda, Nikos G. Tsagarakis, Matteo Laffranchi, and Darwin Caldwell. "Damping control of variable damping compliant actuators." In 2015 IEEE International Conference on Robotics and Automation (ICRA). IEEE, 2015. http://dx.doi.org/10.1109/icra.2015.7139277.

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Dawson, E. M., and Z. Cheng. "Maxwell Damping: An Alternative to Rayleigh Damping." In Geo-Extreme 2021. Reston, VA: American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483701.004.

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Powell, Michael D., and T. N. Vijaykumar. "Pipeline damping." In the 30th annual international symposium. New York, New York, USA: ACM Press, 2003. http://dx.doi.org/10.1145/859618.859628.

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Villani, Cédric. "Landau Damping." In Proceedings of the International Congress of Mathematicians 2010 (ICM 2010). Published by Hindustan Book Agency (HBA), India. WSPC Distribute for All Markets Except in India, 2011. http://dx.doi.org/10.1142/9789814324359_0028.

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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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Brennan, Sarah, Allen Bronowicki, and Stepan Simonian. "Cryo Magnetic Damping: Material Characterization and Damping Demonstration." In 48th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2007. http://dx.doi.org/10.2514/6.2007-2154.

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Adware, R. H., P. P. Jagtap, and J. B. Helonde. "Power System Oscillations Damping Using UPFC Damping Controller." In Third International Conference on Emerging Trends in Engineering and Technology (ICETET 2010). IEEE, 2010. http://dx.doi.org/10.1109/icetet.2010.167.

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Stramigioli, Stefano. "Creating Artificial Damping by Means of Damping Injection." In ASME 1996 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/imece1996-0388.

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Abstract This paper presents a way to design a “physical controller” for a robot which has to interact with the environment. Such systems need artificial damping in order to achieve proper interactive performances. A method of creating extra damping without the need to measure velocities will be presented.
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Reports on the topic "Damping"

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Baker, J., S. Peyton, and H. Freiberg. Streak Damping. Fort Belvoir, VA: Defense Technical Information Center, December 1989. http://dx.doi.org/10.21236/ada214875.

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Ng, K. Y., and /Fermilab. Landau damping. Office of Scientific and Technical Information (OSTI), October 2010. http://dx.doi.org/10.2172/1002000.

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Simopoulos, C., and R. L. Holtzapple. Damping rate measurements in the SLC damping rings. Office of Scientific and Technical Information (OSTI), June 1995. http://dx.doi.org/10.2172/79130.

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Bulos, Fatin, Bill T. Tomlin, and J. Weaver. Damping Ring Kickers. Office of Scientific and Technical Information (OSTI), March 2014. http://dx.doi.org/10.2172/1122489.

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Rees, John, and Alexander Chao. Landau Damping Revisited. Office of Scientific and Technical Information (OSTI), December 2008. http://dx.doi.org/10.2172/943482.

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Roser, T. Transverse Damping Algorithms. Office of Scientific and Technical Information (OSTI), July 1993. http://dx.doi.org/10.2172/1151284.

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Soovere, J., and M. L. Drake. Aerospace Structures Technology Damping Design Guide. Volume 3. Damping Material Data. Fort Belvoir, VA: Defense Technical Information Center, December 1985. http://dx.doi.org/10.21236/ada178315.

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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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10

Ng, K. Y. Decoherence and Landau-Damping. Office of Scientific and Technical Information (OSTI), December 2005. http://dx.doi.org/10.2172/878997.

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