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Tuned Mass Dampers

Abstract

A review of representative research on tuned massed dampers (TMD) reported in journals in recent years is presented. TMDs are divided into four categories: conventional TMDs, pendulum TMDs (PTMDs), bi-directional TMDs (BTMDs), and tuned liquid column dampers (TLCDs).

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References

  1. Adeli H, Kim H (2004) Wavelet-hybrid feedback least mean square algorithm for robust control of structures. J Struct Eng 130(1):128–137

    Article  Google Scholar 

  2. Adeli H, Saleh A (1997) Optimal control of adaptive/smart bridge structures. J Struct Eng 123(2):218–226

    Article  Google Scholar 

  3. Adeli H, Saleh A (1999) Control, optimization, and smart structures—high-performance bridges and buildings of the future. Wiley, New York

    Google Scholar 

  4. Adeli H, Sarma K (2006) Cost optimization of structures—fuzzy logic, genetic algorithms, and parallel computing. Wiley, West Sussex

    Book  Google Scholar 

  5. Al-Saif KA, Aldakkan KA, Foda MA (2011) Modified liquid column damper for vibration control of structures. Int J Mech Sci 53(7):505–512

    Article  Google Scholar 

  6. Aldemir U, Yanik A, Bakiogl MU (2012) Control of structural response under earthquake excitation. Comput-Aided Civ Infrastruct Eng 27(8):620–638

    Article  Google Scholar 

  7. Almazan JL, De la Llera JC, Inaudi JA, Lopez Garcia D, Izquierdo LE (2007) A bidirectional and homogeneous tuned mass damper: a new device for passive control of vibrations. Eng Struct 29:1548–1560

    Article  Google Scholar 

  8. Almazan JL, Espinoza G, Aguirre JJ (2012) Torsional balance of asymmetric structures by means of tuned mass dampers. Eng Struct 42:308–328

    Article  Google Scholar 

  9. Amini F, Khanmohammadi HN, Abdolahi RA (2013) Wavelet PSO-based LQR algorithm for optimal structural control using active tuned mass dampers. Comput-Aided Civ Infrastruct Eng 28(7):542–557

    Article  Google Scholar 

  10. Baraldi P, Canesi R, Zio E, Seraoui R, Chevalier R (2011) Genetic algorithm-based wrapper approach for grouping condition monitoring signals of nuclear power plant components. Integr Comput-Aided Eng 18(3):221–234

    Google Scholar 

  11. Bitaraf M, Hurlebaus S, Barroso LR (2012) Active and semi-active adaptive control for undamaged and damaged building structures under seismic load. Comput-Aided Civ Infrastruct Eng 27(1):48–64

    Article  Google Scholar 

  12. Chabuk T, Reggia JA, Lohn J, Linden D (2012) Causally-guided evolutionary optimization and its application to antenna array design. Integr Comput-Aided Eng 19(2):111–124

    Google Scholar 

  13. Connor JJ (2003) Introduction to structural motion control. Prentice Hall/Pearson Education, Upper Saddle River

    Google Scholar 

  14. El-Khoury O, Adeli H (2013) Recent advances on vibration control of structures under dynamic loading. Arch Comput Methods Eng (accepted)

  15. ENR (1977) Tuned mass dampers steady sway of skyscrapers in wind. Eng News-Rec 18:28–29

    Google Scholar 

  16. Fisco NR, Adeli H (2011) Smart structures: part I—active and semi-active control. Sci Iran, Trans A, Civ Eng 18(3):275–284

    Article  Google Scholar 

  17. Fisco NR, Adeli H (2011) Smart structures: part II—hybrid control systems and control strategies. Sci Iran, Trans A, Civ Eng 18(3):285–295

    Article  Google Scholar 

  18. Frahm H (1909) Device for damping vibrations of bodies. U.S. Patent 0989958

  19. Gerges RR, Vickery BJ (2005) Optimum design of pendulum-type tuned mass dampers. Struct Des Tall Spec Build 14:353–368

    Article  Google Scholar 

  20. Ghaemmaghami A, Kianoush R, Yuan XX (2013) Numerical modeling of dynamic behavior of annular tuned liquid dampers for applications in wind towers. Comput-Aided Civ Infrastruct Eng 28(1):38–51

    Article  Google Scholar 

  21. Ghodrati Amiri G, Abdolahi Rad A, Khorasani M (2012) Generation of near-field artificial ground motions compatible with median predicted spectra using PSO-based neural network and wavelet analysis. Comput-Aided Civ Infrastruct Eng 27(9):711–730

    Article  Google Scholar 

  22. Holmes JD (1995) Listing of installations. Eng Struct 17(9):608–683

    Article  Google Scholar 

  23. Hsiao FY, Wang SS, Wang WC, Wen CP, Yu WD (2012) Neuro-fuzzy cost estimation model enhanced by fast messy genetic algorithms for semiconductor hookup construction. Comput-Aided Civ Infrastruct Eng 27(10):764–781

    Article  Google Scholar 

  24. Huang MF, Tse KT, Chan CM, Lou WJ (2011) Integrated structural optimization and vibration control for improving wind-induced dynamic performance of tall buildings. Int J Struct Stab Dyn 11(6):1139–1161

    MathSciNet  Article  MATH  Google Scholar 

  25. Jafarkhani R, Masri SF (2011) Finite element model updating using evolutionary strategy for damage detection. Comput-Aided Civ Infrastruct Eng 26(3):207–224

    Article  Google Scholar 

  26. Jiang X, Ma ZJ, Ren WX (2012) Crack detection from the slope of the mode shape using complex continuous wavelet transform. Comput-Aided Civ Infrastruct Eng 27(3):187–201

    Article  Google Scholar 

  27. Kareem A, Kline S (1995) Performance of multiple mass dampers under random loading. J Struct Eng 121(2):348–361

    Article  Google Scholar 

  28. Kim H, Adeli H (2001) Discrete cost optimization of composite floors using a floating point genetic algorithm. Eng Optim 33(4):485–501

    Article  Google Scholar 

  29. Kim H, Adeli H (2004) Hybrid feedback-least mean square algorithm for structural control. J Struct Eng 130(1):120–127

    Article  Google Scholar 

  30. Kim H, Adeli H (2005) Hybrid control of smart structures using a novel wavelet-based algorithm. Comput-Aided Civ Infrastruct Eng 20(1):7–22

    Article  Google Scholar 

  31. Kim H, Adeli H (2005) Hybrid control of irregular steel highrise building structures under seismic excitations. Int J Numer Methods Eng 63(12):1757–1774

    Article  MATH  Google Scholar 

  32. Kim H, Adeli H (2005) Wind-induced motion control of 76-story benchmark building using the hybrid damper-tuned liquid column damper system. J Struct Eng 131(12):1794–1802

    Article  Google Scholar 

  33. Lavan O, Daniel Y (2013) Full resources utilization seismic design of irregular structures using multiple tuned mass dampers. Struct Multidiscip Optim 48(3):517–532

    Article  Google Scholar 

  34. Lei Y, Wu DT, Lin Y (2012) A decentralized control algorithm for large-scale building structures. Comput-Aided Civ Infrastruct Eng 27(1):2–13

    Article  Google Scholar 

  35. Lin J-L, Tsai K-C, Yu Y-J (2010) Coupled tuned mass dampers for the seismic control of asymmetric-plan buildings. Earthq Spectra 26(3):749–778

    Article  Google Scholar 

  36. Lin CM, Ting AB, Hsu CF, Chung CM (2012) Adaptive control for MIMO uncertain nonlinear systems using recurrent wavelet neural network. Int J Neural Syst 22(1):37–50

    Article  MATH  Google Scholar 

  37. Love JS, Tait MJ (2013) The influence of tank orientation angle on a 2D structure-tuned liquid damper system. J Vib Acoust 135(1):38–51

    Article  Google Scholar 

  38. Marano GC, Quaranta G, Monti G (2011) Modified genetic algorithm for the dynamic identification of structural systems using incomplete measurements. Comput-Aided Civ Infrastruct Eng 26(2):92–110

    Article  Google Scholar 

  39. Matta E, DeStefano A (2009) Robust design of mass-uncertain rolling-pendulum TMDs for the seismic protection of buildings. Mech Syst Signal Process 23:127–147

    Article  Google Scholar 

  40. Mohebbi M, Joghataie A (2012) Designing optimal tuned mass dampers for nonlinear frames by distributed genetic algorithms. Struct Des Tall Spec Build 21(1):57–76

    Article  Google Scholar 

  41. Nagase T (2000) Earthquake records observed in tall buildings with tuned pendulum mass damper. In: Proceedings from the 12th world conference on earthquake engineering, Auckland, New Zealand

    Google Scholar 

  42. Nagase T, Hisatoku T (1992) Tuned-pendulum mass damper installed in Crystal Tower. Struct Des Tall Spec Build 1:35–56

    Article  Google Scholar 

  43. Nigdeli SM, Boduroğlu MH (2013) Active tendon control of torsionally irregular structures under near-fault ground motion excitation. Comput-Aided Civ Infrastruc Eng 28(9):718–736

    Article  Google Scholar 

  44. Patil VB, Jangid RS (2011) Optimum multiple tuned mass dampers for wind excited benchmark building. J Civ Eng Manag 17(4):540–557

    Article  Google Scholar 

  45. Plevris V, Papadrakakis M (2011) A hybrid particle swarm—gradient algorithm for global structural optimization. Comput-Aided Civ Infrastruct Eng 26(1):48–68

    Google Scholar 

  46. Putha R, Quadrifoglio L, Zechman E (2012) Comparing ant colony optimization and genetic algorithm approaches for solving traffic signal coordination under oversaturation conditions. Comput-Aided Civ Infrastruct Eng 27(1):14–28

    Article  Google Scholar 

  47. Sakai F, Takaeda S, Tamaki T (1989) Tuned liquid column damper—new type device for suppression of building vibrations. In: Proceedings of international conference on high-rise buildings, Nanjing, China, vol 2, pp 926–931

    Google Scholar 

  48. Sarkar A, Gudmestad OT (2013) Pendulum type liquid columns damper (PLCD) for controlling vibrations of a structure—theoretical and experimental study. Eng Struct 49:221–233

    Article  Google Scholar 

  49. Sarma K, Adeli H (2000) Fuzzy discrete multicriteria cost optimization of steel structures. J Struct Eng 126(11):1339–1347

    Article  Google Scholar 

  50. Sarma KC, Adeli H (2001) Bi-level parallel genetic algorithms for optimization of large steel structures. Comput-Aided Civ Infrastruct Eng 16(5):295–304

    Article  Google Scholar 

  51. Sarma KC, Adeli H (2002) Life-cycle cost optimization of steel structures. Int J Numer Methods Eng 55(12):1451–1462

    Article  MATH  Google Scholar 

  52. Setareh M, Ritchey JK, Baxter AJ, Murray TM (2006) Pendulum tuned mass dampers for floor vibration control. J Struct Eng 20(1):64–73

    Google Scholar 

  53. Sirca GF Jr., Adeli H (2012) System identification in structural engineering. Sci Iran, Trans A, Civ Eng 19(6):1355–1364

    Article  Google Scholar 

  54. Tait MJ, Isyumov N, Damatty AA (2008) Performance of tuned liquid dampers. J Eng Mech 134(5):417–427

    Article  Google Scholar 

  55. Tao H, Zain JM, Ahmed MM, Abdalla AN, Jing W (2012) A wavelet-based particle swarm optimization algorithm for digital image watermarking. Integr Comput-Aided Eng 19(1):81–91

    Google Scholar 

  56. Wong KKF, Harris JL (2012) Seismic damage and fragility analysis of structures with tuned mass dampers based on plastic energy. Struct Des Tall Spec Build 21(4):296–310

    Article  Google Scholar 

  57. Xiang J, Liang M (2012) Wavelet-based detection of beam cracks using modal shape and frequency measurements. Comput-Aided Civ Infrastruct Eng 27(6):439–454

    Article  Google Scholar 

  58. Yalla S, Kareem A (2000) Optimum absorber parameters for tuned liquid column dampers. J Struct Eng 126(8):906–915

    Article  Google Scholar 

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Correspondence to Hojjat Adeli.

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Gutierrez Soto, M., Adeli, H. Tuned Mass Dampers. Arch Computat Methods Eng 20, 419–431 (2013). https://doi.org/10.1007/s11831-013-9091-7

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  • DOI: https://doi.org/10.1007/s11831-013-9091-7

Keywords

  • Ground Motion
  • Wind Turbine
  • Tuned Mass Damper
  • SDOF System
  • Interstory Drift