Relevant bibliographies by topics / Vibration damper

Contents

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

Academic literature on the topic 'Vibration damper'

Author: Grafiati
Published: 5 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Vibration damper"

1

Savos'kin, A. N., N. S. Lavlinskaya, and P. Yu Ivanov. "Application of elastically protected hydraulic vibration damper in spring suspension of locomotives." Russian Railway Science 81, no. 2 (2022): 134–47. http://dx.doi.org/10.21780/2223-9731-2022-81-2-134-147.

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Introduction. In the undercarriage of modern locomotives hydraulic vibration dampers are widely used to dampen vertical vibrations that occur in the axlebox stage of the spring suspension. Their resistance force is directly proportional to the deformation rate of the spring set. High levels of vibration frequencies and amplitudes in the axlebox stage lead to a significant increase in the strain rate and dissipative forces, which causes frequent failures of hydraulic vibration dampers. Therefore, issues related to improving the performance of axlebox hydraulic dampers are actual.Materials and m
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Inoue, Masanobu, Isao Yokomichi, and Koju Hiraki. "Particle Damping with Granular Materials for Multi Degree of Freedom System." Shock and Vibration 18, no. 1-2 (2011): 245–56. http://dx.doi.org/10.1155/2011/309682.

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A particle damper consists of a bed of granular materials moving in cavities within a multi degree-of-freedom (MDOF) structure. This paper deals with the damping effects on forced vibrations of a MDOF structure provided with the vertical particle dampers. In the analysis, the particle bed is assumed to be a single mass, and the collisions between the granules and the cavities are completely inelastic, i.e., all energy dissipation mechanisms are wrapped into zero coefficient of restitution. To predict the particle damping effect, equations of motion are developed in terms of equivalent single d
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Gan, Feng Lin, and Hai Long Jiang. "Wind-Induced Vibration Control for Transmission System Using Steel-Lead Viscoelastic Damper." Applied Mechanics and Materials 597 (July 2014): 376–79. http://dx.doi.org/10.4028/www.scientific.net/amm.597.376.

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For wind-induced vibration of transmission tower-line system, the vibration reduction effects are studied based on a new type steel-lead viscoelastic damper. Firstly, Calculate damped coefficient basing on the test of the new type steel-lead viscoelastic damper under slow reversed cyclic horizontal loads. Then, a finite element model of transmission tower was built by using ANSYS. And the time history samples of random fluctuating wind load is obtained with the linear auto-regressive filter law principle. Next, three installation plans of dampers on tower were proposed based on analyzing the w
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Ferreyra, María Victoria, Julián M. Gómez-Paccapelo, Ramiro Suarez, and Luis A. Pugnaloni. "Avoiding chaos in granular dampers." EPJ Web of Conferences 249 (2021): 15003. http://dx.doi.org/10.1051/epjconf/202124915003.

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Granular dampers are passive devices used to attenuate mechanical vibrations. The most common configuration consists in an enclosure, partiallyfilled with particles, attached to the vibrating structure that needs to be damped. The energy is dissipated due to inelastic collisions and friction between the grains and between the grains and the inner walls of the container as the structure vibrates. As a result of the collisions, the mechanical response of the system often results in chaotic motion even if the driving is harmonic. Despite the vibration attenuation achieved, this chaotic response m
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Di, Fangdian, Lin Chen, and Limin Sun. "Optimal Design of Dampers for Multi-Mode Cable Vibration Control Based on Genetic Algorithm." International Journal of Structural Stability and Dynamics 21, no. 04 (2021): 2150058. http://dx.doi.org/10.1142/s0219455421500589.

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Cables in cable-stayed bridges are subjected to the problem of multi-mode vibrations. Particularly, the first ten modes of long cables can have a frequency less than 3[Formula: see text]Hz and hence are vulnerable to wind-rain induced vibrations. In practice, mechanical dampers are widely used to mitigate such cable vibrations and thus they have to be designed to provide sufficient damping for all the concerned vibration modes. Meanwhile, the behaviors of practical dampers are complicated and better to be described by mechanical models with many parameters. Furthermore, additional mechanical c
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Glushkov, Sergey P., Natal’ay V. Molokova, and Dar’ya A. Provornaya. "Dynamic modes of a vibration isolation system." Vestnik Tomskogo gosudarstvennogo universiteta. Matematika i mekhanika, no. 93 (2025): 67–78. https://doi.org/10.17223/19988621/93/6.

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To specify the optimal dimensions of the vibration isolation device that meet the requirements, it is necessary to determine the dynamic modes of the device. In this paper, perturbation techniques are used to solve the formulated problem and evaluate the device efficiency. When using dynamic vibration dampers, the vibrations are suppressed by the damper springs. The increase in their stiffness is determined by the forces arising during the additional mass motion. The dynamic characteristics of the considered system with a vibration damper are calculated using the Simulink modeling tool. It is
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Song, Yuanjin, Zhong Zhuang, Xianping Wang, Qianfeng Fang, Zhijun Cheng, and Tao Zhang. "Vibration Damping and Noise Reduction of a New Non-Newtonian Fluid Damper in a Washing Machine." Actuators 13, no. 1 (2023): 9. http://dx.doi.org/10.3390/act13010009.

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Due to friction vibration dampers’ inability to effectively dampen low loads during high-frequency dewatering, drum washing machines vibrated intensively. In order to address this problem, in this paper, a novel type of low-cost non-Newtonian fluid damper is proposed and investigated based on the non-Newtonian fluid shear thinning properties’ effect on vibration suppression during the high-frequency dewatering process of the washing machine. In contrast to other commonly used dampers, the homemade non-Newtonian fluid damper significantly suppresses the growth trend of the apparent elastic coef
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Gök, Kadir, Görkem Karagoz, and Arif Gök. "Vibration Damper Design and Additive Manufacturing for Unmanned Aerial Vehicles." Journal of Mechanical Materials and Mechanics Research 6, no. 2 (2023): 23–30. http://dx.doi.org/10.30564/jmmmr.v6i2.5711.

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The main focus of this study revolves around the problem of vibrations in unmanned aerial vehicles and aims to propose solutions using different designs of vibration dampers. Specifically, the study identifies the sources of vibrations in a Single Rotor Rotary Wing (Monocopter) type UAV. To assess the damping performance of the designed dampers, vibration tests were conducted in a controlled setup. Based on the measurement results obtained at three different speed stages, a particular damper, referred to as G2S2, exhibited the highest damping performance. At the first speed stage, it achieved
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Kim, Young Moon, Ki Pyo You, Jang Youl You, Sun Young Paek, and Byung Hee Nam. "LQG Control of Along-Wind Responses of Tall Building Using Composite Tuned Mass Dampers." Key Engineering Materials 723 (December 2016): 753–59. http://dx.doi.org/10.4028/www.scientific.net/kem.723.753.

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A composite tuned mass damper(CTMD) is a vibration control device consisting of an active-passive tuned mass dampers supported on the primary vibrating structure. The performance of CTMD in mitigating wind-induced vibration of tall building is investigated. Optimum parameters of a passive tuned mass damper(PTMD)for minimizing the variance response of the damped primary structure under random loads, with different mass ratio of an active tuned mass damper(ATMD) to a PTMD have been used for the optimum parameters of CTMD. The active control force generated by ATMD actuator was estimated by using
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Kozytskyi, Sergiy, and Sergii Kiriian. "Dilatant-Fluid Torsional Vibration Damper for a Four-Stroke Diesel Engine Crankshaft." Polish Maritime Research 30, no. 1 (2023): 121–25. http://dx.doi.org/10.2478/pomr-2023-0012.

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Abstract This paper presents a study of a viscous torsional vibration damper for a crankshaft of a four-stroke diesel engine. The reliable operation of a widely used silicone-type viscous damper depends on the ability of the silicone oil to absorb the energy of torsional vibrations. The non-Newtonian shear flow of the silicone oil interlayer, characterised by a reduction in the shear-rate-dependent viscosity and a moment of the drag forces, negatively affects damping characteristics. A torsional vibration damper, filled with a shear-thickening fluid, was considered and a rheological approach,
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Dissertations / Theses on the topic "Vibration damper"

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Stabile, Alessandro. "Electromagnetic shunt damper for spacecraft micro-vibration mitigation." Thesis, University of Surrey, 2018. http://epubs.surrey.ac.uk/845703/.

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The stringent stability requirements imposed by advanced, high-resolution payloads have produced an increased interest in the development of better-performing micro-vibration isolators. Several devices aimed at mitigating micro-vibrations have been studied and implemented, but their application is still far from being ideal due to the several drawbacks that they present, such as limited low-frequency attenuation for passive systems or high power consumption and reliability issues for active systems. This research focuses on the modelling and testing of Electromagnetic Shunt Dampers (EMSD) char
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Vecchiarelli, Jack. "Aeolian vibration of a conductor with a Stockbridge-type damper." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/NQ28075.pdf.

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Son, Lovely. "STUDIES ON SHOCK VIBRATION CONTROL BY MOMENTUM EXCHANGE IMPACT DAMPER." 京都大学 (Kyoto University), 2007. http://hdl.handle.net/2433/49140.

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学位授与大学：京都大学 ; 取得学位: 博士(工学) ; 学位授与年月日: 2007-09-25 ; 学位の種類: 新制・課程博士 ; 学位記番号: 工博第2859号 ; 請求記号: 新制/工/1420 ; 整理番号: 25544<br>Kyoto University (京都大学)<br>0048<br>新制・課程博士<br>博士(工学)<br>甲第13388号<br>工博第2859号<br>新制||工||1420(附属図書館)<br>25544<br>UT51-2007-Q789<br>京都大学大学院工学研究科精密工学専攻<br>(主査)教授 松久 寛, 教授 吉村 允孝, 教授 松原 厚<br>学位規則第4条第1項該当
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Alrumaih, Wail Saad. "A novel tuned visco-elastic damper for floor vibration abatement." University of Dayton / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1245387294.

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Groves, Keir Harvey. "Identification of squeeze-film damper bearings for aeroengine vibration analysis." Thesis, University of Manchester, 2011. https://www.research.manchester.ac.uk/portal/en/theses/identification-of-squeezefilm-damper-bearings-for-aeroengine-vibration-analysis(ff379560-86d9-4ba9-8820-07377ba4b831).html.

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The accuracy of rotordynamic analysis of aeroengine structures is typically limited by a trade-off between the capabilities and the computational cost of the squeeze-film damper (SFD) bearing model used. Identification techniques provide a means of efficiently implementing complex nonlinear bearing models in practical rotordynamic analysis; thus facilitating design optimisation of the SFD and the engine structure. This thesis considers both identification from advanced numerical models and identification from experimental tests. Identification from numerical models is essential at the design s
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Al-Rumaih, Wail Saad. "A novel tuned visco-elastic damper for floor vibration abatement." Dayton, Ohio : University of Dayton, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1245387294.

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Koo, Jeong-Hoi. "Using Magneto-Rheological Dampers in Semiactive Tuned Vibration Absorbers to Control Structural Vibrations." Diss., Virginia Tech, 2003. http://hdl.handle.net/10919/29023.

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Since their invention in the early 1900s, Tuned Vibration Absorbers (TVAs) have shown to be effective in suppressing vibrations of machines and structures. A vibration absorber is a vibratory subsystem attached to a primary system. It normally consists of a mass, a spring, and a damper. Mounted to the primary system, a TVA counteracts the motions of the primary system, "absorbing" the primary structure's vibrations. A conventional passive TVA, however, is only effective when it is tuned properly, hence, the name "tuned" vibration absorber. In many practical applications, inevitable off-tu
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Sykes, John Edward Hugh. "Investigation on non-linear phenomena in rotor-damper assemblies." Thesis, University of Southampton, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.314725.

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Siew, Chan-Cheong. "On the non-linear vibration of rotor-squeeze film damper assemblies." Thesis, University of Southampton, 2001. https://eprints.soton.ac.uk/47560/.

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Squeeze film dampers (SFDs) have long been used to attenuate the vibration of high-speed rotating machines such as gas turbine engines, turbo-chargers, etc. Due to their highly non-linear behaviour, it is often difficult to calculate the steady state vibration response of rotor-SFD systems. Over the years, methods such as the Runge-Kutta-Merson Method (RKMM) have been applied to solve the non-linear equations of motion for the system. However such a method requires huge amounts of computational time especially when a flexible shaft system is involved. In order to accelerate the calculations of
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Ma, Ruisheng. "Using Inerter-based Damper for Offshore Semi-submersible Platform Vibration Control." Thesis, Curtin University, 2020. http://hdl.handle.net/20.500.11937/83885.

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Semi-submersible platforms are widely utilized but may subject to excessive vibrations during their service lives. This thesis aims to study the performance of inerter-based control systems in reducing the vibrations of semi-submersible platforms subjected to wave load. Three inerter-based control systems are proposed, and extensive analytical and experimental studies are performed to evaluate the control effectiveness of these inerter-based control systems.
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Books on the topic "Vibration damper"

1

Ken, Lea, and Rolls-Royce Heritage Trust, eds. Royce and the vibration damper. Rolls-Royce Heritage Trust, 2003.

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2

Vecchiarelli, Jack. Aeolian vibration of a conductor with a Stockbridge-type damper. National Library of Canada = Bibliothèque nationale du Canada, 1997.

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United States. National Aeronautics and Space Administration., ed. An experimental and theoretical comparison of rotordynamic coefficients for sawtooth-pattern damper seals. Turbomachinery Laboratories, Mechanical Engineering Dept., Texas A & M University, 1987.

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Blackburn, John. Digital active material processing platform effort (Damper), SBIR phase II. National Aeronautics and Space Administration, 1992.

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Blackburn, John. Digital active material processing platform effort (Damper), SBIR phase II. National Aeronautics and Space Administration, 1992.

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DiRusso, Eliseo. Experimental evaluation of a tuned electromagnetic damper for vibration control of cryogenic turbopump rotors. Lewis Research Center, 1990.

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Cook, Robert Manuel. Airfoil Vibration Dampers Program, contract no. NAS8-36720: Final report. National Aeronautics and Space Administration, 1991.

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United States. National Aeronautics and Space Administration., ed. System identification of damped truss-like space structures. National Aeronautics and Space Administration, 1995.

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Takács, Gergely. Model Predictive Vibration Control: Efficient Constrained MPC Vibration Control for Lightly Damped Mechanical Structures. Springer London, 2012.

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Duan, Yuanfeng. Vibration control of stay cables using semi-active magneto-rheological (MR) dampers. Dept. of Civil & Structural Engineering, the Hong Kong Polytechnic University, 2004.

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Book chapters on the topic "Vibration damper"

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Del Pedro, M., and P. Pahud. "The Frahm Damper." In Vibration Mechanics. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3514-6_9.

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Li, Aiqun. "Viscoelastic Damper." In Vibration Control for Building Structures. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-40790-2_6.

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Li, Aiqun. "Metal Damper." In Vibration Control for Building Structures. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-40790-2_7.

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Li, Aiqun. "Viscous Fluid Damper." In Vibration Control for Building Structures. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-40790-2_5.

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Nikolajsen, J. L., and M. S. Hoque. "An Electroviscous Damper." In Vibration and Wear in High Speed Rotating Machinery. Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-1914-3_25.

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Preumont, André, David Alaluf, and Renaud Bastaits. "Hybrid Mass Damper: A Tutorial Example." In Active and Passive Vibration Control of Structures. Springer Vienna, 2014. http://dx.doi.org/10.1007/978-3-7091-1821-4_3.

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Mualla, I., L. O. Nielsen, N. Chouw, et al. "Enhanced response through supplementary friction damper devices." In Wave propagation Moving load – Vibration Reduction. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211372-16.

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Rafique, Sajid. "A Theoretical Analysis of an ‘Electromechanical’ Beam Tuned Mass Damper." In Piezoelectric Vibration Energy Harvesting. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-69442-9_5.

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Rafique, Sajid. "Experimental Study of an Energy Harvesting Beam-Tuned Mass Damper." In Piezoelectric Vibration Energy Harvesting. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-69442-9_6.

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Okubo, Nobuyuki, Taiju Kunisaki, and Takeshi Toi. "Development of Vibration Damper for Energy Harvesting." In Structural Health Monitoring, Volume 5. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-04570-2_15.

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Conference papers on the topic "Vibration damper"

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Chen, Lin, Daixin Yang, and Limin Sun. "Neural networks for modeling high-damping rubber (HDR) damper with applications to cable vibration control." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.3319.

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&lt;p&gt;Long-span bridge components are susceptible to multimode vibrations from wind and earthquakes. Dampers are widely used to mitigate these vibrations, requiring accurate mechanical characterization for effective control and optimization. Traditional damper models, characterized by frequency- and amplitude-dependent behavior, are more suitable for frequency-domain analysis instead of time-domain analysis. This paper introduces a neural network model to precisely capture damper force-displacement relationships across varying amplitudes and frequencies, enabling single-model analysis of mu
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Abouobaia, Ehab, Rama Bhat, and Ramin Sedaghati. "Hybrid Torsional Vibration Damper Incorporating Conventional Centrifugal Pendulum Vibration Absorber and Magnetorheological Damper." In ASME 2014 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/smasis2014-7482.

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A hybrid torsional vibration damper is proposed in this study incorporating a conventional Centrifugal Pendulum Vibration Absorber (CPVA) and a Magnetorheological (MR) damper. While CPVAs are simple and reliable passive torsional vibration absorbers, their performance is limited to the designed tune conditions. MR dampers have recently received considerable attention due to their inherent fail-safe feature, low power requirement and capability to attenuate vibration under unpredictable environmental conditions. The present research aims at developing a novel hybrid torsional vibration damper c
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Stephens, L. S., K. E. Rouch, and S. G. Tewani. "Theory for an Active Dynamic Vibration Absorber." In ASME 1991 Design Technical Conferences. American Society of Mechanical Engineers, 1991. http://dx.doi.org/10.1115/detc1991-0188.

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Abstract Research in dynamic vibration absorbers has yielded several fundamental designs. Among these are the tuned dynamic absorber, the Lanchester damper, and the impact damper. These designs utilize certain combinations of passive mechanical elements (springs and dampers) to reduce the vibrational amplitude of a system. However, with recent advances in motion sensing and actuating, the design of vibration absorbers that utilize actively actuated elements has become more attractive. This paper develops the theory for using a damped dynamic vibration absorber with an active control element to
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Huang, Hongwei, Tingting Liu, and Limin Sun. "Semi-active Control of Cable Vibration Using MR Damper under Wind Loads." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.1200.

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&lt;p&gt;One of the most effective countermeasures for mitigating cable vibration is to install mechanical dampers near the anchorage of the cable. The parameters of passive dampers are usually determined based on the optimal damper force obtained from the universal design curve for linear dampers, which is chosen based on a predetermined principle vibration mode. Passive dampers will be most effective if cable undergoes single-mode vibration where the vibration mode is the same as the principle mode used in the design. However, in the actual engineering practice, multi-mode vibrations are oft
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Gharib, Mohamed, Mansour Karkoub, Muhammad Tahir Bin Yousaf, and Mohammad AlGammal. "An Experimental Study of a Novel Impact Damper in Free Vibration of Structures." In ASME 2014 Dynamic Systems and Control Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/dscc2014-6204.

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A Linear Particle Chain (LPC) impact damper is a newly developed passive vibration control device. It is an extension for the commonly used conventional (single unit) impact damper. In this paper, experimental investigations are conducted to examine the efficacy of the LPC impact damper in attenuating the free vibrations of single degree of freedom structures. The experiments’ outcomes clearly indicate the significant effect of the LPC impact damper in suppressing the structure vibration compared to the conventional impact dampers.
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Pei, Yalu, and Lei Zuo. "Multi-Resonant Electromagnetic Shunt Dampers for Vibration Suppression." In ASME 2017 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/detc2017-67559.

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This paper proposed multi-resonant electromagnetic (EM) shunt dampers and investigated the optimal designs and performances of shunt circuits for a single DOF primary system. The circuits are arranged in parallel or series based on the analogy of multiple tuned mass dampers (TMDs). The objective is to minimize the root-mean-square (RMS) vibration of the primary system subjected to random base excitations. For single resonant EM shunt damper, closed-form solutions of optimal system parameters are obtained. For multi-resonant EM shunt dampers, the system parameters are numerically optimized. The
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Oh, Joseph, Shivanand Sankaran, and Jordan Truitt. "A Computational and Experimental Investigation on the Effect of Bleed Slits for a Shim Stack Type Hydraulic Damper." In Noise and Vibration Conference & Exhibition. SAE International, 2023. http://dx.doi.org/10.4271/2023-01-1059.

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&lt;div class="section abstract"&gt;&lt;div class="htmlview paragraph"&gt;As the automotive industry undergoes significant changes in the dynamic behavior of vehicles and increasing demand for rapid product design, accurate prediction of product performance in the early stages has become more crucial than ever in the competitive environment. Shim-stack-type hydraulic dampers are widely used in automotive parts for both internal combustion engine (ICE) vehicles and electric vehicles (EV). EVs are even more sensitive to damper performance as ICE, which is a major NVH source has been removed. How
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Nerubenko, George. "Tuned Torsional Vibration Damper." In SAE 2013 Noise and Vibration Conference and Exhibition. SAE International, 2013. http://dx.doi.org/10.4271/2013-01-1897.

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Watakabe, Tomoyoshi, Satoshi Fujita, Toshio Omi, Hiroshi Kurabayashi, and Keiji Ogata. "Research and Development of Vibration Control Device by Using Displacement Amplification Mechanism." In ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61477.

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Many types of dampers have been developed as seismic technique for architectural buildings, and some of these devices have been applied in Japan. In recent years, these dampers begin to be applied to the low-rise structures having the natural frequency in higher range. However, the deflection of low-rise structures is small, and the performance of damper isn’t obtained against small amplitude vibrations. In this study, the new type of damper which has the displacement amplification mechanism has been developed to solve the above problem. To amplify the displacement by applying the principle of
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Kaneko, Yasutomo. "Vibration Response Analysis of Mistuned Bladed Disk With Under-Platform Damper: Effect of Variation of Contact Condition on Vibration Characteristics." In ASME Turbo Expo 2017: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/gt2017-63027.

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Blades with a friction damper have been used in a steam turbine and a gas turbine to improve the blade reliability. In particular, for a gas turbine blade of the upstream stage, under-platform dampers have been widely used, where the damper pieces with various geometries are inserted into the platforms of the adjacent blades. The damper piece is designed so that its surface contacts the platform surface uniformly. However, the contact conditions of the damper piece (in other words, the equivalent stiffness and the damping caused by the damper piece) may change appreciably blade by blade becaus
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Reports on the topic "Vibration damper"

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OPTIMIZATION OF STIFFNESS AND DAMPING COEFFICIENTS OF CONNECTION DAMPERS TO REDUCE THE DYNAMIC RESPONSE OF TRANSMISSION LINE STEEL TOWERS SUBJECTED TO WIND ACTION. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.3.6.

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Tall and slender latticed steel towers, such as power transmission line towers, are very susceptible to vibrations imposed mainly by wind action. Thus, changing the design layout or making use of vibration control devices is often necessary to reduce vibration amplitudes and avoid the collapse of the structure. In this work, an alternative to the conventional types of commercial dampers is the use of elements in the connections of the structure, such as rubber rings working like connection dampers, so they can dissipate the energy of the system reducing the dynamic response of the tower. Thus,
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