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Tytuł artykułu

Development of a dynamic vibration absorber in the form of a variable inertia pendulum

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Nowadays, to maximize space utilization, multi-story buildings are designed to occupy as little surface area as possible. However, the high slenderness of these struc tures makes them susceptible to forces caused by factors such as wind and tectonic plate movements. Prolonged exposure to vibrations reduces the building’s lifespan and leads to its degradation. To minimize the impact of vibrations while maintaining slenderness and relatively low structural rigidity, a solution in the form of a dynamic vibration absorber can be applied. Structures already use absorbers in the form of pendulums, as seen in the Taipei 101 skyscraper, for example. The subject of study is an absorber in the form of a pendulum with a variable moment of inertia, achieved by extending the cable, which allows the structure to adapt to current forces. This significantly reduces the time of exposure to harmful influences. A skyscraper model with a variable-length pendulum was developed and analyzed through simulations, confirming the hypothesis of a significant reduction in exposure.
Rocznik
Strony
37--50
Opis fizyczny
Bibliogr. 25 poz., rys., tab.
Twórcy
autor
  • Faculty of Automotive and Construction Machinery Engineering, Warsaw University of Technology Warsaw, Poland
  • Faculty of Automotive and Construction Machinery Engineering, Warsaw University of Technology Warsaw, Poland
  • Faculty of Automotive and Construction Machinery Engineering, Warsaw University of Technology Warsaw, Poland
  • Faculty of Automotive and Construction Machinery Engineering, Warsaw University of Technology Warsaw, Poland
Bibliografia
  • [1] Twardoch, K., Górski, K., Kwiatkowski, R., Jaśkielewicz, K., & Chiliński, B. (2025). Adaptive pendulum-tuned mass damper based on adjustable-length cable for skyscraper vibration control. Sustainability, 17(14).
  • [2] Lu, Z., Wang, Z., Masri, S., & Lu, X. (2017). Particle impact dampers: Past, present, and future. Structural Control and Health Monitoring, 25(1), e2058, e2058 STC-17-0042.R1.
  • [3] Wang, L., Shi, W., & Zhou, Y. (2019). Study on self-adjustable variable pendulum tuned mass damper. The Structural Design of Tall and Special Buildings, 28, e1561.
  • [4] Yang, F., Sedaghati, R., & Esmailzadeh, E. (2022). Vibration suppression of structures using tuned mass damper technology: A state-of-the-art review. Journal of Vibration and Control, 28, 4, 812-836.
  • [5] Pietrosanti, D., De Angelis, M., & Basili, M. (2017). Optimal design and performance evaluation of systems with tuned mass damper inerter (TMDI). Earthquake Engineering and Structural Dynamics, 46, 8, 1367-1388.
  • [6] Brodersen, M.L., Bjørke, A.-S., & Høgsberg, J. (2017). Active tuned mass damper for damping of offshore wind turbine vibrations. Wind Energy, 20(5), 783-796.
  • [7] Sarkar, S., & Fitzgerald, B. (2019). Vibration control of spar-type floating offshore wind turbine towers using a tuned mass-damper-inerter. Structural Control and Health Monitoring, 27(2).
  • [8] Alves Guimaraes, J., dos Reis Farias, M., Teixeira Braz César, M., & Menezes Carneiro de Bar ros, R.M. (2021). Dynamic analysis of wind tower and dimensioning of tuned mass damper. Revista de Engenharia e Pesquisa Aplicada, 6(2), 55-64.
  • [9] Xiang, P., Nishitani, A., & Wu, M. (2017). Seismic vibration and damage control of high-rise structures with the implementation of a pendulum-type nontraditional tuned mass damper. Structural Control and Health Monitoring, 24, 12.
  • [10] Jangid, R.S., & Bakre, S.V. (2007). Optimum parameters of tuned mass damper for damped main system. Structural Control and Health Monitoring, 14(3), 448-470.
  • [11] Sun, Ch., & Nagarajaiah, S. (2014). Study on semi-active tuned mass damper with variable damping and stiffness under seismic excitations. Structural Control and Health Monitoring, 21(6), 890-906.
  • [12] Chilinski, B., Kwiatkowski, R., Twardoch, K., & Mackojc, A. (2025). An innovative pendulum - based absorber exploiting time-varying mass dynamics for vibration damping. Bulletin of the Polish Academy of Sciences Technical Sciences, 73(5), e154285.
  • [13] Pais, T., & Boote, D. (2017). Developments of tuned mass damper for yacht structures. Ocean Engineering, 141, 249-264.
  • [14] Gao, H., Wang, C., Huang, Ch., Shi, W., & Huo, L. (2020). Development of a frequency - adjustable tuned mass damper (FATMD) for structural vibration control. Shock and Vibration, 2020(1), 9605028.
  • [15] Ormondroyd, J., &DenHartog, J.P. (1928). The theory of the dynamic vibration absorber. Trans actions of the American Society of Mechanical Engineers, 49-50(2), 021007.
  • [16] Korenev, B.G., & Reznikov, L.M. (1993). Dynamic Vibration Absorbers: Theory and Technical Applications. Wiley.
  • [17] Pourzangbar, A., & Vaezi, M. (2022). Effects of pendulum tuned mass dampers on the dynamic response of jacket platforms. Ocean Engineering, 249, 110895.
  • [18] Hui, Y., Yang, Z., Xia, Ch., Su, Y., & Li, S. (2024). Study on vibration control performance of pendulum TMD with additional stoppers and its application on high-rise buildings. Journal of Wind Engineering and Industrial Aerodynamics, 254, 105926.
  • [19] Furtmüller, T., Joas, G., & Adam, Ch. (2022). Control of pendulum oscillations by tuned liquid dampers. Journal of Fluids and Structures, 114(2-3), 103753.
  • [20] Ziegler, F. (2006). A vertically acting tuned liquid column damper. PAMM, Proceedings in Applied Mathematics and Mechanics, 6, 345-346.
  • [21] Won, A.Y.J., Pires, J.A., & Haroun, M.A. (1997). Performance assessment of tuned liquid columndampersunderrandomseismicloading. International Journal of Non-Linear Mechanics, 32, 4, 745-758.
  • [22] Kwiatkowski, R. (2019). The concept of vibration damping of the variable mass assembly. MATECWebof Conferences, 254, 03003, 1.
  • [23] Mackojc, A., Chilinski, B., & Zalewski, R. (2022). Preliminary research of a symmetrical controllable granular damper prototype. Bulletin of the Polish Academy of Sciences Technical Sciences, 70(3), e141002.
  • [24] Chuaqui, T.R.C., Roque, C.M.C., & Ribeiro, P. (2018). Active vibration control of piezoelectric smart beams with radial basis function generated finite difference collocation method. Journal of Intelligent Material Systems and Structures, 29(13), 2728-2743.
  • [25] Allien, J.V., Kumar, H., & Desai, V. (2020). Semi-active vibration control of SiC-reinforced Al6082 metal matrix composite sandwich beam with magnetorheological fluid core. Proceed ings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications, 234(3), 408-424.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2026).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ea4b39e7-6ee9-496f-951e-abebedb3867e
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