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Proposition of a structural health monitoring model for a concept of an innovative variable mass pendular tuned mass damper

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Języki publikacji
EN
Abstrakty
EN
The article focuses on the proposal of a model of a skyscraper equipped with a semi-active pendular vibration eliminator utilizing the phenomenon of fluid transfer, which could be used in monitoring the condition of slender structures. The proposed model consists of two main elements: an upper member, representing the dynamic mass of a skyscraper in the form of a trolley, and a lower member - a pendulum attached to the trolley. To consider the fluid transfer, a variable mass factor represented by an inverse tangent function was included in the equation of motion. Simulation studies in a dimensionless time domain were performed to investigate the influence of mass distribution on changes in the system’s response. Three dynamic states of the system were considered, during which the system’s total mass remained constant. Diagnostic parameters enabling the detection of changes in the mass of the eliminator and stiffness of a damped structure have been proposed.
Czasopismo
Rocznik
Strony
art. no. 2024201
Opis fizyczny
Bibliogr. 28 poz., rys., tab.
Twórcy
  • Faculty of Automotive and Construction Machinery Engineering, Warsaw University of Technology, Poland
  • Division of Computer Techniques, Institute of Machine Design Fundamentals, Faculty of Automotive and Construction Machinery Engineering, Warsaw University of Technology, Poland
  • Division of Computer Techniques, Institute of Machine Design Fundamentals, Faculty of Automotive and Construction Machinery Engineering, Warsaw University of Technology, Poland
Bibliografia
  • 1. Torres-Acosta AA, Fabela-Gallegos MJ, MuñozNoval A, Vázquez-Vega D, Hernandez-Jimenez JR, Martínez-Madrid M. Influence of Corrosion on the Structural Stiffness of Reinforced Concrete Beams. Corrosion 2004; 60(9): 862-72. https://doi.org/10.5006/1.3287868.
  • 2. Bathaei A, Zahrai SM, Ramezani M. Semi-active seismic control of an 11-DOF building model with TMD+MR damper using type-1 and -2 fuzzy algorithms. Journal of Vibration and Control 2018; 2938-2953. https://doi.org/10.1177/1077546317696369.
  • 3. Sadeqi A, Esfandiari A, Sanayei M, Rashvand M. Automated operational modal analysis based on longterm records: A case study of Milad Tower structural health monitoring. Structural Control and Health Monitoring 2022; 29(10): e3037. https://doi.org/10.1002/stc.3037.
  • 4. Basu B. Identification of stiffness degradation in structures using wavelet analysis. Construction and Building Materials 2005; 19(9): 713-21. https://doi.org/10.1016/j.conbuildmat.2005.02.018.
  • 5. Liu F, Zhou J, Yan L. Study of stiffness and bearing capacity degradation of reinforced concrete beams under constant-amplitude fatigue. PLOS ONE 2018; 13(3): e0192797. https://doi.org/10.1371/journal.pone.0192797.
  • 6. Yang F, Sedaghati R, Esmailzadeh E. Vibration suppression of structures using tuned mass damper technology: A state-of-the-art review. Journal of Vibration and Control 2022; 28(7-8): 812-36. https://doi.org/10.1177/1077546320984305.
  • 7. Fang H, Liu L, Zhang D, Wen M. Tuned mass damper on a damped structure. Structural Control and Health Monitoring 2019; 26(3): e2324. https://doi.org/10.1002/stc.2324.
  • 8. Zhong J, Gardoni P, Rosowsky D. Stiffness Degradation and Time to Cracking of Cover Concrete in Reinforced Concrete Structures Subject to Corrosion. Journal of Engineering Mechanics 2010; 136(2): 209-19. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000074.
  • 9. Teng J, Xing HB, Lu W, Li ZH, Chen CJ. Influence analysis of time delay to active mass damper control system using pole assignment method. Mechanical Systems and Signal Processing 2016; 80: 99-116. https://doi.org/10.1016/j.ymssp.2016.04.008.
  • 10. Wang L, Zhou Y, Nagarajaiah S, Shi W. Bidirectional semi-active tuned mass damper for torsional asymmetric structural seismic response control. Engineering Structures 2023; 294: 116744. https://doi.org/10.1016/j.engstruct.2023.116744.
  • 11. Wang L, Nagarajaiah S, Shi W, Zhou Y. Seismic performance improvement of base-isolated structures using a semi-active tuned mass damper. Engineering Structures 2022; 271: 114963. https://doi.org/10.1016/j.engstruct.2022.114963.
  • 12. Wang L, Shi W, Zhang Q, Zhou Y. Study on adaptive-passive multiple tuned mass damper with variable mass for a large-span floor structure. Engineering Structures 2020; 209: 110010. https://doi.org/10.1016/j.engstruct.2019.110010.
  • 13. Wang L, Shi W, Zhou Y. Study on self-adjustable variable pendulum tuned mass damper. The Structural Design of Tall and Special Buildings 2019; 28(1): e1561. https://doi.org/10.1002/tal.1561.
  • 14. Sun M, Li Q, Li Y. Investigation of time-varying natural frequencies of high-rise buildings under harsh excitations using a high-resolution combined scheme. Journal of Building Engineering 2022; 57: 104859. https://doi.org/10.1016/j.jobe.2022.104859.
  • 15. Lin PY, Chung LL, Loh CH. Semiactive Control of Building Structures with Semiactive Tuned Mass Damper. Computer-Aided Civil and Infrastructure Engineering 2005; 20(1): 35-51. https://doi.org/10.1111/j.1467-8667.2005.00375.x.
  • 16. Li QS, Zhi LH, Yi J, To A, Xie J. Monitoring of typhoon effects on a super-tall building in Hong Kong. Structural Control and Health Monitoring 2014; 21(6): 926-49. https://doi.org/10.1002/stc.1622.
  • 17. Kwiatkowski R, Hoffmann TJ, Kołodziej A. Dynamics of a Double Mathematical Pendulum with Variable Mass in Dimensionless Coordinates. Procedia Engineering 2017; 177: 439-43. https://doi.org/10.1016/j.proeng.2017.02.242.
  • 18. Kwiatkowski R. The concept of vibration damping of the variable mass assembly. MATEC Web of Conferences 2019; 254: 03003. https://doi.org/10.1051/matecconf/201925403003.
  • 19. Kwiatkowski R. Vibration Damping in the Double Mathematical Pendulum with Variable Mass. Machine Dynamics Research 2014; Vol. 38, No. 4: 23-32.
  • 20. Espíndola R, Valle GD, Hernández G, Pineda I, Muciño D, Díaz P. The Double Pendulum of Variable Mass: Numerical Study for different cases. Journal of Physics: Conference Series 2019; 1221(1): 012049. https://doi.org/10.1088/1742-6596/1221/1/012049.
  • 21. Bakre SV, Jangid RS. Optimum parameters of tuned mass damper for damped main system. Structural Control and Health Monitoring 2007; 14(3): 448-70. https://doi.org/10.1002/stc.166.
  • 22. Chu SY, Soong TT, Lin CC, Chen YZ. Time-delay effect and compensation on direct output feedback controlled mass damper systems. Earthquake Engineering & Structural Dynamics 2002; 31(1): 121-37. https://doi.org/10.1002/eqe.101.
  • 23. Shi W, Wang L, Lu Z, Wang H. Experimental and numerical study on adaptive-passive variable mass tuned mass damper. Journal of Sound and Vibration 2019; 452: 97-111. https://doi.org/10.1016/j.jsv.2019.04.008.
  • 24. Shi W, Wang L, Lu Z. Study on self-adjustable tuned mass damper with variable mass. Structural Control and Health Monitoring 2018; 25(3): e2114. https://doi.org/10.1002/stc.2114.
  • 25. Lei Y, Zhou H, Lai ZL. A Computationally Efficient Algorithm for Real-Time Tracking the Abrupt Stiffness Degradations of Structural Elements. Computer-Aided Civil and Infrastructure Engineering 2016; 31(6): 465-80. https://doi.org/10.1111/mice.12217.
  • 26. Wang YW, Ni YQ. Full-scale monitoring of wind effects on a supertall structure during six tropical cyclones. Journal of Building Engineering 2022; 45: 103507. https://doi.org/10.1016/j.jobe.2021.103507.
  • 27. Zhao Y. Structural Health Monitoring Applications in Tall Buildings. E3S Web of Conferences 2020; 198: 02020. https://doi.org/10.1051/e3sconf/202019802020.
  • 28. Z Chen. Influence of bridge-based designed TMD on running trains. Journal of Vibration and Control 2019; 25: 182-193. https://doi.org/10.1177/1077546318773022.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-48fe7f43-fd43-4ae4-be8d-7a83eda2c357
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