An investigation on effectiveness of tuned mass damper (TMD) device in mitigating structure vibration: a case study of small-scale steel beam
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Từ khóa:
Tuned Mass Damper
Steel Beam Bridge
Vibration Control
Stiffness
Initial Excitation Force
Tóm tắt
TMD devices are considered a reasonable solution to enhance the bearing capacity of the structures under unpredictable impacts from external forces because their operating principle is quite simple and does not vary the main structure. This paper investigated the influence of the TMD device, including its mass and stiffness, on the vibration reduction of the primary structure, a basic steel beam. In which, a small-scale steel beam model with boundary conditions through experiments was carried out. Then, simulated the experiment using MATLAB based on the experimental results to study the effect of TMD on the vibration of the structure. The results exhibit that the vibration-damping capacity of the main structure increases as the TMD mass increases. The stiffness of the main structure is less than 1,8k for both TMD 3% and 5%, resulting in the rapid increase of oscillation reduction efficiency.
Tài liệu tham khảo
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[1] Lu, X. Lu, H. Jiang, and S. Masri, “Discrete element method simulation and experimental validation of particle damper system”, Engineering Computations, vol. 31, no. 04, pp. 810–823, 2014.
[2] Zhang, G.B. Song, H.N. Li, and Y.X. Lin, “Seismic control of power transmission tower using pounding TMD”, Journal of Engineering Mechanics, vol. 139, no. 10, pp. 1395–1406, 2013.
[3] Shi, “Application of an Artificial Fish Swarm Algorithm in an Optimum Tuned Mass Damper Design for a Pedestrian Bridge”, Applied Sciences, vol. 8, no. 2, pp. 1-15, 2018.
[4] Lu, B. Huang, and Y. Zhou, “Theoretical study and experimental validation on the energy dissipation mechanism of particle dampers”, Structural Control and Health Monitoring, vol. 25, no. 4, 2018.
[5] Francesco and J. V. Barry, “Tuned vibration absorbers with dry friction damping”, Earthquake engineering & structural dynamics, vol. 28, no. 7, pp. 707-723, 1999.
[6] D. Anh and L. D. Viet, Reduce vibrations with energy dissipation devices, Natural Science and Technology Publishing House, 2007.
[7] Gebrail and M. N. Sinan, “Mass ratio factor for optimum tuned mass damper strategies”, International Journal of Mechanical Sciences, vol. 71, pp. 68-84, 2013.
[8] Frahm, “Device form damping vibrations of bodies, US Patent 989958”, Application filed October 30, 1909, Patented on 18th of April, 1911.
[9] P. D Hartog, Mechanical vibrations, 3rd Edition, New York (NY), USA: McGraw-Hill Book Company, 1947.
[10] P. D Hartog, Mechanical vibrations, 4th Edition, New York (NY), USA: McGraw-Hill Book Company, 1956.
[11] C. Snowdown, “Steady-state behavior of tile dynamic absorber”, The Journal of the Acoustical Society of America, vol. 31, no. 8, pp. 1096-1103, 1960.
[12] C. Falcon, B. J. Stone, W. D Simcock, and C. Andrew, “Optimization of vibration absorbers: a graphical method for use on idealized systems with restricted damping”, Journal of Mechanical Engineering Science, vol. 9, no. 5, pp. 374-381, 1967.
[13] B. Warburton, “Optimal absorber parameters for various combinations of response and excitation parameters”, Earthquake Engineering & Structural Dynamics, vol. 10, no. 3, pp 381-401, 1982.
[14] C. Tsai and G. C. Lin, “Optimum tuned mass dampers for minimizing steady-state response of support excited and damped systems”, Earthquake engineering & structural dynamics, vol. 22, no. 11, pp. 957-973, 1993.
[15] Sladek and R. Klingner, “Effect of tuned-mass dampers on seismic response”, Journal of Structural Engineering, vol. 109, no. 8, pp. 2004–2009, 1983.
[16] Kwok, B. Samali, “Performance of tuned mass dampers under wind loads”, Engineering Structures, vol. 17, no. 9, pp. 655–667, 1995.
[17] Fujino, “Vibration, control and monitoring of long-span bridges - recent research, developments and practice in Japan”, Journal of Constructional Steel Research, vol. 58, no. 1, pp. 71-97, 2022.
[18] Daniel, O. Lavan, and R. Levy, “Multiple tuned mass dampers for multimodal control of pedestrian bridges”, Journal of Structural Engineering, American Society of Civil Engineers (ASCE), vol. 138, no. 9, pp. 1173-1178, 2012.
[19] Carpineto, W. Lacarbonara and F. Vestroni, “Mitigation of pedestrian-induced vibrations in suspension footbridges via multiple tuned mass dampers”, Journal of Vibration and Control, vol. 16, no. 5, pp. 749–776, 2010.
[20] R. Chen and J. Wu, “Performance enhancement of bridge infrastructure systems: Long-span bridge, moving trucks and wind with tuned mass dampers”, Engineering structures, vol. 30, no. 11, pp. 3316–3324, 2008.
[21] Alessio, “Extending the Fatigue Life of Steel Truss Bridges with Tuned Mass Damper Systems”, Advances in Civil Engineering, vol. 2019, Article ID 5409013, 2019.
[22] D. Thao and V. D. Hung, “An investigation on calibration for bridge load rating model based on experimental data of full-scale model”, Journal of Science and Technology in Civil Engineering (JSTCE) - HUCE, vol. 15, no. 7V, pp. 36–48, 2021.
[23] J. Connor, Introduction to structural motion control, Massachusetts Institute of Technology, 2003.
[24] V. D. Hung, “Validation of theoretical models for galloping response of slender structure”, Report of Vietnamese-German University, 2019.
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Cách trích dẫn
Minh, T. D., V. D. Hung, N. P. Q. Quan, và H. M. Hung. “An Investigation on Effectiveness of Tuned Mass Damper (TMD) Device in Mitigating Structure Vibration: A Case Study of Small-Scale Steel Beam”. Tạp Chí Khoa học Và Công nghệ - Đại học Đà Nẵng, vol 21, số p.h 12.1, Tháng Chạp 2023, tr 1-5, doi:10.31130/ud-jst.2023.553E.
