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Relevant bibliographies by topics / Dynamic damping

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Academic literature on the topic 'Dynamic damping'

Author: Grafiati

Published: 4 June 2021

Last updated: 15 February 2022

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Journal articles on the topic "Dynamic damping"

1

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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Chernyshev, V., and O. Fominova. "Dynamic Damping Process Control." Procedia Engineering 206 (2017): 272–78. http://dx.doi.org/10.1016/j.proeng.2017.10.473.

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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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Feireisl, Eduard. "Dynamic von Kármán equations involving nonlinear damping: Time-periodic solutions." Applications of Mathematics 34, no. 1 (1989): 46–56. http://dx.doi.org/10.21136/am.1989.104333.

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Liang, Huiqi, Wenbo Xie, Peizi Wei, Dehao Ai, and Zhiqiang Zhang. "Identification of Dynamic Parameters of Pedestrian Walking Model Based on a Coupled Pedestrian–Structure System." Applied Sciences 11, no. 14 (July 12, 2021): 6407. http://dx.doi.org/10.3390/app11146407.

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As human occupancy has an enormous effect on the dynamics of light, flexible, large-span, low-damping structures, which are sensitive to human-induced vibrations, it is essential to investigate the effects of pedestrian–structure interaction. The single-degree-of-freedom (SDOF) mass–spring–damping (MSD) model, the simplest dynamical model that considers how pedestrian mass, stiffness and damping impact the dynamic properties of structures, is widely used in civil engineering. With field testing methods and the SDOF MSD model, this study obtained pedestrian dynamics parameters from measured data of the properties of both empty structures and structures with pedestrian occupancy. The parameters identification procedure involved individuals at four walking frequencies. Body frequency is positively correlated to the walking frequency, while a negative correlation is observed between the body damping ratio and the walking frequency. The test results further show a negative correlation between the pedestrian’s frequency and his/her weight, but no significant correlation exists between one’s damping ratio and weight. The findings provide a reference for structural vibration serviceability assessments that would consider pedestrian–structure interaction effects.

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Rasmussen, F., J. T. Petersen, and H. A. Madsen. "Dynamic Stall and Aerodynamic Damping." Journal of Solar Energy Engineering 121, no. 3 (August 1, 1999): 150–55. http://dx.doi.org/10.1115/1.2888426.

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Riso̸ has developed a dynamic stall model that is used to analyze and reproduce open air blade section measurements as well as wind tunnel measurements. The dynamic stall model takes variations in both angle of attack and flow velocity into account. The paper gives a brief description of the dynamic stall model and presents results from analyses of dynamic stall measurements for a variety of experiments with different airfoils in wind tunnel and on operating rotors. The wind tunnel experiments comprises pitching as well as plunging motion of the airfoils. The dynamic stall model is applied for derivation of aerodynamic damping characteristics for cyclic motion of the airfoils in flapwise and edgewise direction combined with pitching. The investigation reveals that the airfoil dynamic stall characteristics depend on the airfoil shape, and the type of motion (pitch, plunge). The aerodynamic damping characteristics, and thus the sensitivity to stall induced vibrations, depend highly on the relative motion of the airfoil in flapwise and edgewise direction, and on a possibly coupled pitch variation, which is determined by the structural characteristics of the blade.

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Yttervoll, Per O., and Karl J. Eidsvik. "Dynamic estimation of hydrodynamic damping." Ocean Engineering 14, no. 5 (January 1987): 377–88. http://dx.doi.org/10.1016/0029-8018(87)90051-5.

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Silva, Demian G., and Paulo S. Varoto. "Effects of Variations in Nonlinear Damping Coefficients on the Parametric Vibration of a Cantilever Beam with a Lumped Mass." Mathematical Problems in Engineering 2008 (2008): 1–19. http://dx.doi.org/10.1155/2008/185351.

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Uncertainties in damping estimates can significantly affect the dynamic response of a given flexible structure. A common practice in linear structural dynamics is to consider a linear viscous damping model as the major energy dissipation mechanism. However, it is well known that different forms of energy dissipation can affect the structure's dynamic response. The major goal of this paper is to address the effects of the turbulent frictional damping force, also known as drag force on the dynamic behavior of a typical flexible structure composed of a slender cantilever beam carrying a lumped-mass on the tip. First, the system's analytical equation is obtained and solved by employing a perturbation technique. The solution process considers variations of the drag force coefficient and its effects on the system's response. Then, experimental results are presented to demonstrate the effects of the nonlinear quadratic damping due to the turbulent frictional force on the system's dynamic response. In particular, the effects of the quadratic damping on the frequency-response and amplitude-response curves are investigated. Numerically simulated as well as experimental results indicate that variations on the drag force coefficient significantly alter the dynamics of the structure under investigation.

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Wang, Ji Cheng, Hong Mei Liu, and Gao Yan. "Effect of Damping Ditch in Dynamic Compaction." Applied Mechanics and Materials 353-356 (August 2013): 284–88. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.284.

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Damping ditch was dug beside the underground pipeline so as to prevent housing from damage and reduce displacement of underground pipelines caused by dynamic vibration. Different damping ditches were simulated and field measurement was tested. Research shows that vibration and squeezing effect cannot be neglected, and damping ditch can decrease the vibration and squeezing effect. The deeper and nearer to the housing the damping ditch is, the better the damping effect is. The underground pipelines displacement is slight, when the damping ditch is between underground pipelines and tamping points and much closer to the former. Otherwise, if the damping ditch is considerably closer to the tamping points, the displacement is comparatively large.

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Cui, Ling Zhi, Gao Min Li, Yi Ting He, Qin Liao, and Fei Luo. "Status Analysis of the Frozen Soil’s Dynamics Parameter Study." Advanced Materials Research 941-944 (June 2014): 2626–30. http://dx.doi.org/10.4028/www.scientific.net/amr.941-944.2626.

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In this paper, the author points out several key problems needed to be solved about the dynamics of frozen soil by reviewing related literatures about hysteretic curve of frozen soil ,dynamic constitutive relation and dynamical parameter. The problems are the insufficient understanding on morphological characteristics of hysteretic curve and how to transform qualitative understanding into quantitative understanding about morphological characteristics of hysteretic curve. The problem is the rationality of selecting the dynamic constitutive model, namely how to establish the engineering applicable model which conforms to the actual soil mechanics performance.The problem is the rationality of the calculation method about dynamic elastic modulus and damping ratio, namely how to define dynamic modulus of elasticity of frozen soil correctly and the limitation of using the classical method to calculate the damping.

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Dissertations / Theses on the topic "Dynamic damping"

1

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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KONDEPUDI, RAMABALARAJENDRASESH. "NUMERICAL ANALYSIS OF LUMPED PARAMETER DYNAMIC SYSTEMS WITH FRICTION." University of Cincinnati / OhioLINK, 2004. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1083622496.

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Alagiyawanna, Krishanthi. "Evaluation of Nonlinear Damping Effects on Buildings." Scholarly Repository, 2007. http://scholarlyrepository.miami.edu/oa_theses/110.

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Analysis of the dynamic behavior on structures is one vital aspect of designing structures such as buildings and bridges. Determination of the correct damping factor is of critical importance as it is the governing factor of dynamic design. Damping on structures exhibits a very complex behavior. Different models are suggested in literature to explain damping behavior. The usefulness of a valid damping model depends on how easily it can be adopted to analyze the dynamic behavior. Ease of mathematically representing the model and ease of analyzing the dynamic behavior by using the mathematical representation are the two determining aspects of the utility of the selected model. This thesis presents a parametric representation of non-linear damping models of the form presented by [Jea86] and the mathematical techniques to use the parametrically represented damping model in dynamic behavior analysis. In the damping model used in this thesis, the damping factor is proportional to the amplitude of vibration of the structure. However, determination of the amplitude again depends on the damping of the structure for a given excitation. Also, the equations which explain the behavior of motion are differential equations in a matrix form that is generally linearly inseparable. This thesis addresses these challenges and presents a numerical method to solve the motion equations by using Runge-Kutta techniques. This enables one to use a given non-linear model of the form proposed by [Jea86] to analyze the actual response of the structure to a given excitation from wind, seismic or any other source. Several experiments were conducted for reinforced concrete and steel framed buildings to evaluate the proposed framework. The non-linear damping model proposed by [Sat03], which conforms to [Jea86] is used to demonstrate the use of the proposed techniques. Finally, a new damping model is proposed based on the actual behavior and the serviceability criteria, which better explains the damping behavior of structures.

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Lane, Jeffrey Scott. "Control of dynamic systems using semi-active friction damping." Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/16020.

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Liu, Xueying. "Dynamic Response of Flexible Pipes Considering Different Damping Models." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for marin teknikk, 2014. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-26253.

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Flexible pipe is a layered structure composed of plastic and steel materials. Under a large bending moment, the pipe layers may slide relative to each other due to internal friction. The moment curvature relationship for the flexible pipe is a tri-linear curve. Under cyclic bending moment, a hysteresis loop will be formed in the moment curvature curve. The area of the loop is the energy loss due to the internal friction. This thesis is aimed to study the effects of hysteresis damping on the global analysis of the flexible riser. To begin with, a review on the flexible pipe technology and nonlinear finite element method is performed. Then a local analysis is carried out in BFLEX to obtain the cross sectional characteristics. Then the global analysis is conducted to study the responses of the flexible riser in terms of the curvature, moment and axial force. From the study, slip behavior only occurs at the hang off part of the riser. For the rest part, pipe layers stay in the stick regime, meaning there is no energy loss due to the internal friction. Therefore for the global analysis of the flexible riser, there is no need to further study the equivalent linear damping models. In addition, the influence of linear and nonlinear bending models on the global response of the riser is investigated. It is found that the current standard industrial practice, namely applying the linear bending model with the full slip bending stiffness, gives an over conservative response prediction. It is therefore recommended to use the physically correct nonlinear moment curvature relationship for the global analysis of flexible riser.

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Vachon, Maryse. "Dynamic response of 3D printed beams with damping layers." Thesis, Massachusetts Institute of Technology, 2015. http://hdl.handle.net/1721.1/99629.

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Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2015.
Cataloged from PDF version of thesis.
Includes bibliographical references (page 45).
3D printers are a relatively new technology and they could be used in the future to 3D print structural components in buildings or bridges. The main advantages of using 3D printing would be the optimization of the structures. Effectively, with 3D printers, it is possible to generate polymers with different strengths and stiffnesses in the same structure. It is also possible to print very complex shapes and forms. This thesis will focuses on the dynamic response of 3D printed beams with damping layers. More precisely, natural frequency and damping ratio will be analysed in order to find the optimal location of the damping layers. For this experiment, three methods are used, one with an accelerometer, one with a high speed camera and one with a piezoelectric actuator. Characterization of the 3D printed material has been made to predict results. For the results, it is possible to conclude that using softer material as damping layer reduces the beam frequencies but increases the damping ratio. Also, in order to get the most efficient beam in terms of damping properties, the damping layers need to be close to the top and bottom surfaces as strains are larger. Finally, it can be say that a high speed camera is the best device to investigate the dynamic response of 3D printed materials.
by Maryse Vachon.
M. Eng.

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Majid, W. M. W. A. "The dynamic analysis of offshore heavy lift operations." Thesis, City University London, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.375821.

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Holk, Michael A. "A dynamic damping device for payload pendulations of construction cranes." Thesis, This resource online, 1995. http://scholar.lib.vt.edu/theses/available/etd-05022009-040332/.

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HYLOK, JEFFERY EDWARD. "EXPERIMENTAL IDENTIFICATION OF DISTRIBUTED DAMPING MATRICES USING THE DYNAMIC STIFFNESS MATRIX." University of Cincinnati / OhioLINK, 2002. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1029527404.

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Meng, Jiewu. "The influence of loading frequency on dynamic soil properties." Diss., Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/19012.

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Books on the topic "Dynamic damping"

1

Adhikari, Sondipon. Structural Dynamic Analysis with Generalized Damping Models. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118862971.

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Adhikari, Sondipon. Structural Dynamic Analysis with Generalized Damping Models. Hoboken, USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118572023.

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M, Reznikov L., ed. Dynamic vibration absorbers: Theory and technical applications. Chichester [England]: Wiley, 1993.

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4

Tokhi, M. O. Dynamic simulation of flexible manipulator systems with structural damping. Sheffield: University of Sheffield, Dept. of Automatic Control and Systems Engineering, 1995.

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5

Buhariwala, Kerman Jamshed. Dynamics of viscoelastic structures. Downsview, Ont: Institute for Aerospace Studies, 1986.

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K, Ghosh A. Evaluation of dynamic stiffness and damping factor of a hydraulic damper. Mumbai: Bhabha Atomic Research Centre, 2000.

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Spinks, Joseph Michael. Dynamic simulation of particles in a magnetorheological fluid. Monterey, California: Naval Postgraduate School, 2008.

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8

Saravanos, D. A. Computational simulation of damping in composite structures. [Washington, D.C.]: National Aeronautics and Space Administration, 1990.

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9

Golla, David Frank. Dynamics of viscoelastic structures: A time-domain finite element formulation. [Downsview, Ont.]: Institute for Aerospace Studies, 1986.

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Powell, J. David. Kinetic isolation tether experiment: Annual report. [Washington, D.C: National Aeronautics and Space Administration, 1988.

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Book chapters on the topic "Dynamic damping"

1

Sugiyama, Yoshihiko, Mikael A. Langthjem, and Kazuo Katayama. "Columns with Damping." In Dynamic Stability of Columns under Nonconservative Forces, 37–48. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-00572-6_4.

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2

Adhikari, Sondipon. "Quantification of Damping." In Structural Dynamic Analysis with Generalized Damping Models, 169–212. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2014. http://dx.doi.org/10.1002/9781118862971.ch4.

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Chandrasekaran, Srinivasan. "Damping in Offshore Structures." In Dynamic Analysis and Design of Offshore Structures, 155–71. New Delhi: Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2277-4_4.

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Adhikari, Sondipon. "Identification of Viscous Damping." In Structural Dynamic Analysis with Generalized Damping Models, 43–119. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2014. http://dx.doi.org/10.1002/9781118862971.ch2.

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Chandrasekaran, Srinivasan. "Damping in Offshore Structures." In Dynamic Analysis and Design of Offshore Structures, 257–82. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6089-2_4.

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Connor, Jerome, and Simon Laflamme. "Optimal Stiffness/Damping for Dynamic Loading." In Structural Motion Engineering, 75–140. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5_3.

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Adhikari, Sondipon. "Identification of Non-Viscous Damping." In Structural Dynamic Analysis with Generalized Damping Models, 121–68. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2014. http://dx.doi.org/10.1002/9781118862971.ch3.

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Maji, Arup, and Yuanzhong Qiu. "Experimental Study of Cable Vibration Damping." In Dynamic Behavior of Materials, Volume 1, 329–36. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-0216-9_46.

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Jiao, Zhuang, YangQuan Chen, and Igor Podlubny. "Distributed-Order Filtering and Distributed-Order Optimal Damping." In Distributed-Order Dynamic Systems, 39–58. London: Springer London, 2012. http://dx.doi.org/10.1007/978-1-4471-2852-6_4.

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Adhikari, Sondipon. "Introduction to Damping Models and Analysis Methods." In Structural Dynamic Analysis with Generalized Damping Models, 1–39. Hoboken, USA: John Wiley & Sons, Inc., 2014. http://dx.doi.org/10.1002/9781118572023.ch1.

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Conference papers on the topic "Dynamic damping"

1

Rasmussen, Flemming, Jorgen Petersen, and Helge Madsen. "Dynamic stall and aerodynamic damping." In 1998 ASME Wind Energy Symposium. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1998. http://dx.doi.org/10.2514/6.1998-24.

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Schmedding, Ruediger, Marc Gissler, and Matthias Teschner. "Optimized damping for dynamic simulations." In the 2009 Spring Conference. New York, New York, USA: ACM Press, 2009. http://dx.doi.org/10.1145/1980462.1980499.

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Aminfar, Pouria, and Glenn Cowan. "Dynamic Damping in Transimpedance Amplifiers." In 2020 IEEE International Symposium on Circuits and Systems (ISCAS). IEEE, 2020. http://dx.doi.org/10.1109/iscas45731.2020.9180879.

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Nunna, K., M. Sassano, and A. Astolfi. "Dynamic Interconnection and Damping Assignment." In 2014 IEEE 53rd Annual Conference on Decision and Control (CDC). IEEE, 2014. http://dx.doi.org/10.1109/cdc.2014.7039622.

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de Preville, G. "Dynamic damping with power electronics: industrial cases." In 2005 IEEE 11th European Conference on Power Electronics and Applications. IEEE, 2005. http://dx.doi.org/10.1109/epe.2005.219213.

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Cheng, Ming, Zhaobo Chen, and S. Nima Mahmoodi. "Experimental Investigation on Vibration Damping Characteristics of Magnetorheological Damper." In ASME 2018 Dynamic Systems and Control Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/dscc2018-9214.

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This paper studies the vibration damping characteristics of a magnetorheological (MR) damper. A single-degree-of-freedom vibration isolation system with pedestal motion containing MR dampers has been experimentally investigated. Results show that the transmissibility at the resonance frequency does not constantly decrease as expected. It gradually decreases at the beginning, then increase unexpectedly as the input current increases. In addition, the resonant frequency of the system increases continuously. In order to explore the mechanism behind the experimental phenomenon, a centralized parameterized model of the MR damper is established. Hardening coefficient, a parameter that characterizes the dynamic characteristics of the MR damper is introduced, and the influence of the structural parameters and dynamic parameters of the MR damper on the hardening coefficient is analyzed. Simultaneously, a dynamic model of the MR damper is derived based on the Bingham model, and the damping characteristics of the MR damper are predicted and compared with the experimental results. Further, based on a simplified and equivalent dynamic model of the system, the relationship between transmissibility of the system and load mass, stiffness, and damping reveals the physical laws behind the experimental phenomenon. Finally, theoretical results are derived and compared with the experimental results, which demonstrates the rationality of the theoretical analysis.

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Pradhan, Vedanta, Anil Kulkarni, and S. Khaparde. "On damping capabilities and sizing of dynamic range of FACTS devices for damping control." In 2015 50th International Universities Power Engineering Conference (UPEC). IEEE, 2015. http://dx.doi.org/10.1109/upec.2015.7339831.

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Carswell, Wystan, Jörgen Johansson, Finn Løvholt, Sanjay R. Arwade, and Don J. DeGroot. "Dynamic Mudline Damping for Offshore Wind Turbine Monopiles." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23406.

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Fatigue is often a design driver for large (e.g. 5–10 MW) offshore wind turbines (OWTs), necessitating a thorough examination of damping sources: aerodynamic, hydrodynamic, structural, and soil. Of these sources, soil damping has been least considered by researchers with respect to OWTs. Aeroelastic programs, such as the National Renewable Energy Laboratory (NREL) code FAST, are typically used for time history analysis of aerodynamic and hydrodynamic loads experienced by OWTs. To take into account foundation flexibility while minimizing computational expense, reduced-order foundation models such as the mudline stiffness matrix are often used. Mudline stiffness and damping matrices are derived here for the NREL 5MW reference turbine. By recompiling FAST with mudline stiffness and damping matrices, the contribution of soil damping to OWT dynamic behavior is then quantified by comparing time history analysis results including and excluding soil damping.

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Parkos, Devon, Nithin Raghunathan, Venkattraman Ayyaswamy, Alina Alexeenko, and Dimitrios Peroulis. "Near-contact damping model and dynamic response of." In 2011 IEEE 24th International Conference on Micro Electro Mechanical Systems (MEMS). IEEE, 2011. http://dx.doi.org/10.1109/memsys.2011.5734462.

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Lai, Ru, Xiangdong Liu, Guoqiang Wu, and Zhen Chen. "Valve's dynamic damping characteristics — Measurement and identification." In 2011 50th IEEE Conference on Decision and Control and European Control Conference (CDC-ECC 2011). IEEE, 2011. http://dx.doi.org/10.1109/cdc.2011.6161054.

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Reports on the topic "Dynamic damping"

1

Wolski, Andrzej. Lattices with large dynamic aperture for ILC damping rings. Office of Scientific and Technical Information (OSTI), February 2005. http://dx.doi.org/10.2172/1432672.

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Chang, Y. W., and R. W. Seidensticker. Dynamic characteristics of Bridgestone low shear modulus-high damping seismic isolation bearings. Office of Scientific and Technical Information (OSTI), June 1993. http://dx.doi.org/10.2172/10181217.

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Hauer, John F. Initial Results in the Use of Prony Methods to Determine the Damping and Modal Composition of Power System Dynamic Response Signals. Office of Scientific and Technical Information (OSTI), October 1988. http://dx.doi.org/10.2172/6174430.

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Wolski, Andrzej, Marco Venturini, Weishi Wan, and Steve Marks. Frequency map analysis of nonlinear dynamics in the NLC main damping rings. Office of Scientific and Technical Information (OSTI), October 2004. http://dx.doi.org/10.2172/834647.

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Venturini, Marco. Effect of Wiggler insertions on the single-particle dynamics of the NLC main damping rings. Office of Scientific and Technical Information (OSTI), July 2003. http://dx.doi.org/10.2172/827950.

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Paden, Brad, and Thomas A. Trautt. Characterization of Joint Nonlinear Stiffness and Damping Behavior for Inverse Dynamics of Flexible Articulated Structures. Fort Belvoir, VA: Defense Technical Information Center, August 1996. http://dx.doi.org/10.21236/ada330608.

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Valishev, Alexander. The Effect of Electron Lens as Landau Damping Device on Single Particle Dynamics in HL-LHC. Office of Scientific and Technical Information (OSTI), July 2017. http://dx.doi.org/10.2172/1480123.

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