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Cited by 137Vibration Control and Rheological FluidsSeismic Performance and AnalysisStructural Health Monitoring Techniques

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Wavelet PSO-Based LQR Algorithm for Optimal Structural Control Using Active Tuned Mass Dampers

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Amini, Fereidoun, Hazaveh, N.Khanmohammadi, Rad, A.Abdolahi·2013·Computer-Aided Civil and Infrastructure Engineering
DOI 10.1111/mice.12017
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Abstract

This study presents a new method to find the optimal control forces for active tuned mass damper. The method uses three algorithms: discrete wavelet transform (DWT), particle swarm optimization (PSO), and linear quadratic regulator (LQR). DWT is used to obtain the local energy distribution of the motivation over the frequency bands. PSO is used to determine the gain matrices through the online update of the weighting matrices used in the LQR controller while eliminating the trial and error. The method is tested on a 10-story structure subject to several historical pulse-like near-fault ground motions. The results indicate that the proposed method is more effective at reducing the displacement response of the structure in real time than conventional LQR controllers.

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  1. Acharya, 2012, Application of non-linear and wavelet based features for the automated identification of epileptic EEG signals, International Journal of Neural Systems, 22, 1250002, 10.1142/S0129065712500025 · DOI
  2. Adeli, 2004, Wavelet-hybrid feedback-least-mean-square algorithm for robust control of structures, Journal of Structural Engineering, ASCE, 130, 128, 10.1061/(ASCE)0733-9445(2004)130:1(128) · DOI
  3. Adeli, 1995, Distributed genetic algorithms for structural optimization, Journal of Aerospace Engineering, 8, 156, 10.1061/(ASCE)0893-1321(1995)8:3(156) · DOI
  4. Adeli, 1995, Concurrent structural optimization on a massively parallel supercomputer, Journal of Structural Engineering, ASCE, 121, 1588, 10.1061/(ASCE)0733-9445(1995)121:11(1588) · DOI
  5. Adeli, 1997, Optimal control of adaptive/ smart bridge structures, Journal of Structural Engineering, 123, 218, 10.1061/(ASCE)0733-9445(1997)123:2(218) · DOI
  6. Adeli, 1998, Integrated structural/control optimization of large adaptive/smart structures, International Journal of Solids and Structures, 35, 3815, 10.1016/S0020-7683(97)00220-5 · DOI
  7. Akkar, 2005, Drift estimates in frame buildings subjected to near-fault ground motions, Journal of Structural Engineering, 131, 1014, 10.1061/(ASCE)0733-9445(2005)131:7(1014) · DOI
  8. Aldemir, 2010, A simple active control algorithm for earthquake excited structures, Computer-Aided Civil and Infrastructure Engineering, 25, 218, 10.1111/j.1467-8667.2009.00629.x · DOI
  9. Aldemir, 2012, Control of structural response under earthquake excitation, Computer-Aided Civil and Infrastructure Engineering, 27, 620, 10.1111/j.1467-8667.2012.00776.x · DOI
  10. Amini, 2005, Optimal structural active control force, number and placement of controllers, Engineering Structures, 27, 1306, 10.1016/j.engstruct.2005.01.006 · DOI
  11. Amini, 2008, Fuzzy optimal control of uncertain dynamic characteristics in tall buildings subjected to seismic excitation, Journal of Vibration and Control, 14, 1843, 10.1177/1077546308091206 · DOI
  12. Anderson, 1987, Uncertainties in establishing design earthquakes, Journal of Structural Engineering, 113, 1709, 10.1061/(ASCE)0733-9445(1987)113:8(1709) · DOI
  13. Ankireddi, 1996, Simple ATMD control methodology for tall buildings subject to wind loads, Journal of Structural Engineering, 122, 83, 10.1061/(ASCE)0733-9445(1996)122:1(83) · DOI
  14. Baker, 2007, Quantitative classification of near-fault ground motions using wavelet analysis, Bulletin of the Seismological Society of America, 97, 1486, 10.1785/0120060255 · DOI
  15. Baraldi, 2011, Genetic algorithm-based wrapper approach for grouping condition monitoring signals of nuclear power plant components, Integrated Computer-Aided Engineering, 18, 221, 10.3233/ICA-2011-0375 · DOI
  16. Basu, 2008, A wavelet-based time-varying adaptive LQR algorithm for structural control, Engineering Structures, 30, 2470, 10.1016/j.engstruct.2008.01.011 · DOI
  17. Bitaraf, 2012, Active and semi-active adaptive control for undamaged and damaged building structures under seismic load, Computer-Aided Civil and Infrastructure Engineering, 27, 48, 10.1111/j.1467-8667.2011.00719.x · DOI
  18. Boto-Giralda, 2010, Wavelet-based denoising for traffic volume time series forecasting with self-organizing neural networks, Computer-Aided Civil and Infrastructure Engineering, 25, 530, 10.1111/j.1467-8667.2010.00668.x · DOI
  19. Chabuk, 2012, Causally-guided evolutionary optimization and its application to Antenna Array Design, Integrated Computer-Aided Engineering, 19, 111, 10.3233/ICA-2012-0395 · DOI
  20. Chang, 1980, Structural control using active tuned mass damper, Journal of the Engineering Mechanics Division, 106, 1091, 10.1061/JMCEA3.0002652 · DOI
  21. Chey, 2010, Semi-active tuned mass damper building systems: design, Earthquake Engineering and Structural Dynamics, 39, 119, 10.1002/eqe.934 · DOI
  22. Chopra, 2001, Comparing responce of SDOF systems to near-fault and far-fault earthquake motions in the context of spectral regions, Earthquake Engineering and Structural Dynamics, 30, 1769, 10.1002/eqe.92 · DOI
  23. Corman, 2012, Development and spectral analysis of an advanced diamond shaped resetable device control law, Engineering Structures, 40, 1, 10.1016/j.engstruct.2012.02.013 · DOI
  24. Corman, 2012, Nonlinear design and sizing of semi-active resetable dampers for seismic performance, Engineering Structures, 39, 139, 10.1016/j.engstruct.2012.01.015 · DOI
  25. Fourie, 2002, The particle swarm optimization algorithm in size and shape optimization, Structural and Multidisciplinary Optimization, 23, 259, 10.1007/s00158-002-0188-0 · DOI
  26. Ghodrati, 2012, Generation of near-field artificial ground motions compatible with median-predicted spectra using PSO based neural network and wavelet analysis, Computer-Aided Civil and Infrastructure Engineering, 27, 711, 10.1111/j.1467-8667.2012.00783.x · DOI
  27. Ghosh-Dastidar, 2006, Neural networkwavelet micro-simulation model for delay and queue length estimation at freeway work zones, Journal of Transportation Engineering, ASCE, 132, 331, 10.1061/(ASCE)0733-947X(2006)132:4(331) · DOI
  28. Hall, 1995, Near-source ground motion and its effects on flexible buildings, Earthquake Spectra, 11, 569, 10.1193/1.1585828 · DOI
  29. He, 2010, Writer identification using fractal dimension of wavelet subbands in Gabor domain, Integrated Computer-Aided Engineering, 17, 157, 10.3233/ICA-2010-0338 · DOI
  30. Hsiao, 2012, Neuro-fuzzy cost estimation model enhanced by fast messy genetic algorithms for semiconductor hookup construction, Computer-Aided Civil and Infrastructure Engineering, 27, 764, 10.1111/j.1467-8667.2012.00786.x · DOI
  31. Hung, 1994, A parallel genetic/neural network learning algorithm for MIMD shared memory machines, IEEE Transactions on Neural Networks, 5, 900, 10.1109/72.329686 · DOI
  32. Jafarkhani, 2011, Finite element model updating using evolutionary strategy for damage detection, Computer-Aided Civil and Infrastructure Engineering, 26, 207, 10.1111/j.1467-8667.2010.00687.x · DOI
  33. Jiang, 2003, Fuzzy clustering approach for accurate embedding dimension identification in chaotic time series, Integrated Computer-Aided Engineering, 10, 287, 10.3233/ICA-2003-10305 · DOI
  34. Jiang, 2004, Wavelet packet-autocorrelation function method for traffic flow pattern analysis, Computer-Aided Civil and Infrastructure Engineering, 19, 324, 10.1111/j.1467-8667.2004.00360.x · DOI
  35. Jiang, 2008, Dynamic fuzzy wavelet neuroemulator for nonlinear control of irregular highrise building structures, International Journal for Numerical Methods in Engineering, 74, 1045, 10.1002/nme.2195 · DOI
  36. Jiang, 2008, Neuro-genetic algorithm for nonlinear active control of highrise buildings, International Journal for Numerical Methods in Engineering, 75, 770, 10.1002/nme.2274 · DOI
  37. Jiang, 2012, Crack detection from the slope of the mode shape using complex continuous wavelet transform, Computer-Aided Civil and Infrastructure Engineering, 27, 187, 10.1111/j.1467-8667.2011.00734.x · DOI
  38. Jiang, 2007, Bayesian wavelet packet denoising for structural system identification, Structural Control and Health Monitoring, 14, 333, 10.1002/stc.161 · DOI
  39. Karim, 2002, Incident detection algorithm using wavelet energy representation of traffic patterns, Journal of Transportation Engineering, ASCE, 128, 232, 10.1061/(ASCE)0733-947X(2002)128:3(232) · DOI
  40. Karim, 2002, Comparison of the fuzzy-wavelet RBFNN freeway incident detection model with the California algorithm, Journal of Transportation Engineering, 128, 21, 10.1061/(ASCE)0733-947X(2002)128:1(21) · DOI
  41. Karim, 2003, Fast automatic incident detection on urban and rural freeways using the wavelet energy algorithm, Journal of Transportation Engineering, ASCE, 129, 57, 10.1061/(ASCE)0733-947X(2003)129:1(57) · DOI
  42. Kim, 2004, Hybrid feedback-least mean square algorithm for structural control, Journal of Structural Engineering, 130, 120, 10.1061/(ASCE)0733-9445(2004)130:1(120) · DOI
  43. Kim, 2005, Hybrid control of smart structures using a novel wavelet-based algorithm, Computer-Aided Civil and Infrastructure Engineering, 20, 7, 10.1111/j.1467-8667.2005.00373.x · DOI
  44. Kim, 2005, Wavelet hybrid feedback-LMS algorithm for robust control of cable-stayed bridges, Journal of Bridge Engineering, 10, 116, 10.1061/(ASCE)1084-0702(2005)10:2(116) · DOI
  45. Kim, 2005, Hybrid control of irregular steel highrise building structures under seismic excitations, International Journal for Numerical Methods in Engineering, 63, 1757, 10.1002/nme.1336 · DOI
  46. Kim, 2005, Wind-induced motion control of 76-story benchmark building using the hybrid damper tuned liquid column damper system, Journal of Structural Engineering, 131, 1794, 10.1061/(ASCE)0733-9445(2005)131:12(1794) · DOI
  47. Kim, 2010, Model-based multi-input, multi-output supervisory semiactive nonlinear fuzzy controller, Computer-Aided Civil and Infrastructure Engineering, 25, 387, 10.1111/j.1467-8667.2009.00649.x · DOI
  48. Kim, 1999, A new method of reduced-order feedback control using genetic algorithms, Earthquake Engineering & Structural Dynamics, 28, 235, 10.1002/(SICI)1096-9845(199903)28:3<235::AID-EQE814>3.0.CO;2-H · DOI
  49. Kundu, 1996, Genetic algorithms for optimal feedback control design, Engineering Applications of Artificial Intelligence, 9, 403, 10.1016/0952-1976(96)00034-6 · DOI
  50. Leung, 2008, Particle swarm optimization of TMD by non-stationary base excitation during earthquake, Earthquake Engineering & Structural Dynamics, 37, 1223, 10.1002/eqe.811 · DOI
  51. Li, 2007, A heuristic particle swarm optimizer for optimization of pin connected structures, Computers and Structures, 85, 340, 10.1016/j.compstruc.2006.11.020 · DOI
  52. Lin, 2010, Vibration control of structures with initially accelerated passive tuned mass dampers under near-fault earthquake excitation, Computer-Aided Civil and Infrastructure Engineering, 25, 69, 10.1111/j.1467-8667.2009.00607.x · DOI
  53. Luco, 2007, Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions, Earthquake Spectra, 23, 357, 10.1193/1.2723158 · DOI
  54. MacRae, 2001, Near-fault ground motion effects on simple structures, Journal of Structural Engineering, ASCE, 127, 996, 10.1061/(ASCE)0733-9445(2001)127:9(996) · DOI
  55. Marano, 2011, Modified genetic algorithm for the dynamic identification of structural systems using incomplete measurements, Computer-Aided Civil and Infrastructure Engineering, 26, 92, 10.1111/j.1467-8667.2010.00659.x · DOI
  56. Mavroeidis, 2004, Near-fault ground motions, and the response of elastic and inelastic single degree-of-freedom (SDOF) systems, Earthquake Engineering & Structural Dynamics, 33, 1023, 10.1002/eqe.391 · DOI
  57. Montejo, 2008, Estimation of frequency dependent strong motion duration via wavelets and its influence on nonlinear seismic response, Computer- Aided Civil and Infrastructure Engineering, 23, 253, 10.1111/j.1467-8667.2007.00534.x · DOI
  58. Pakrashi, 2007, A study on the effects of damage models and wavelet bases for damage identification and calibration in beams, Computer-Aided Civil and Infrastructure Engineering, 22, 555, 10.1111/j.1467-8667.2007.00510.x · DOI
  59. Panariello, 1997, Optimal structural control via training on ensemble of earthquakes, Journal of Engineering Mechanics, ASCE, 123, 1170, 10.1061/(ASCE)0733-9399(1997)123:11(1170) · DOI
  60. Perez, 2007, Particle swarm approach for structural design optimization, Computers and Structures, 85, 1579, 10.1016/j.compstruc.2006.10.013 · DOI
  61. Plevris, 2011, A hybrid particle swarm-gradient algorithm for global structural optimization, Computer-Aided Civil and Infrastructure Engineering, 26, 48, 10.1111/j.1467-8667.2010.00664.x · DOI
  62. Pourzeynali, 2007, Active control of high rise building structures using fuzzy logic and genetic algorithms, Engineering Structures, 29, 346, 10.1016/j.engstruct.2006.04.015 · DOI
  63. Puscasu, 2011, Nonlinear system identification and control based on modular neural networks, International Journal of Neural Systems, 21, 319, 10.1142/S0129065711002869 · DOI
  64. Putha, 2012, Comparing ant colony optimization and genetic algorithm approaches for solving traffic signal coordination under oversaturation conditions, Computer-Aided Civil and Infrastructure Engineering, 27, 14, 10.1111/j.1467-8667.2010.00715.x · DOI
  65. Saleh, 1994, Parallel algorithms for integrated structural and control optimization, Journal of Aerospace Engineering, 7, 297, 10.1061/(ASCE)0893-1321(1994)7:3(297) · DOI
  66. Saleh, 1997, Robust parallel algorithms for solution of the Riccati equation, Journal of Aerospace Engineering, 10, 126, 10.1061/(ASCE)0893-1321(1997)10:3(126) · DOI
  67. Saleh, 1998, Optimal control of adaptive building structures under blast loading, Mechatronics, 8, 821, 10.1016/S0957-4158(98)00025-7 · DOI
  68. Samant, 2000, Feature extraction for traffic incident detection using wavelet transform and linear discriminant analysis, Computer-Aided Civil and Infrastructure Engineering, 15, 241, 10.1111/0885-9507.00188 · DOI
  69. Sarma, 2000, Fuzzy genetic algorithm for optimization of steel structures, Journal of Structural Engineering, ASCE, 126, 596, 10.1061/(ASCE)0733-9445(2000)126:5(596) · DOI
  70. Sarma, 2000, Fuzzy discrete multicriteria cost optimization of steel structures, Journal of Structural Engineering, ASCE, 126, 1339, 10.1061/(ASCE)0733-9445(2000)126:11(1339) · DOI
  71. Sarma, 2001, Bi-level parallel genetic algorithms for optimization of large steel structures, Computer- Aided Civil and Infrastructure Engineering, 16, 295, 10.1111/0885-9507.00234 · DOI
  72. Sarma, 2002, Life-cycle cost optimization of steel structures, International Journal for Numerical Methods in Engineering, 55, 1451, 10.1002/nme.549 · DOI
  73. Sgambi, 2012, Genetic algorithms for the dependability assurance in the design of a long span suspension bridge, Computer-Aided Civil and Infrastructure Engineering, 27, 655, 10.1111/j.1467-8667.2012.00780.x · DOI
  74. Spanos, 2007, Numerical treatment of seismic accelerograms and of inelastic seismic structural responses using harmonic wavelets, Computer-Aided Civil and Infrastructure Engineering, 22, 254, 10.1111/j.1467-8667.2007.00483.x · DOI
  75. Su, 2007, Identification model for dam behavior based on wavelet network, Computer-Aided Civil and Infrastructure Engineering, 22, 438, 10.1111/j.1467-8667.2007.00499.x · DOI
  76. Tao, 2012, A wavelet-based particle swarm optimization algorithm for digital image watermarking, Integrated Computer-Aided Engineering, 19, 81, 10.3233/ICA-2012-0392 · DOI
  77. Udwadia, 1981, Pulse contol of single degree-of-freedom, ASCE Journal of the Engineering Mechanics Division, 107, 997, 10.1061/JMCEA3.0002787 · DOI
  78. Udwadia, 1981, Pulse control of structural and mechanical systems, ASCE Journal of the Engineering Mechanics Division, 107, 1011, 10.1061/JMCEA3.0002764 · DOI
  79. Venter, 2004, Multidisciplinary optimization of a transport aircraft wing using particle swarm optimization, Structural and Multidisciplinary Optimization, 26, 121, 10.1007/s00158-003-0318-3 · DOI
  80. Warburton, 1980, Optimum absorber parameters for simple systems, Earthquake Engineering and Structural Dynamics, 8, 197, 10.1002/eqe.4290080302 · DOI
  81. Wongprasert, 2004, Application of a genetic algorithm for optimal damper distribution within the nonlinear seismic benchmark building, Journal of Engineering Mechanics, ASCE, 130, 401, 10.1061/(ASCE)0733-9399(2004)130:4(401) · DOI
  82. Wu, 2010, Prediction of Parkinson's disease tremor onset using radial basis function neural network based on particle swarm optimization, International Journal of Neural Systems, 20, 109, 10.1142/S0129065710002292 · DOI
  83. Wu, W.-H., Chase, J.G. & Smith, H.A. (1994). Inclusion of forcing function effects in optimal structural control, in Proceedings of the First World Conference on Structural Control. IASC, TP2–22-TP2–31.
  84. Xiang, 2012, Wavelet-based detection of beam cracks using modal shape and frequency measurements, Computer-Aided Civil and Infrastructure Engineering, 27, 439, 10.1111/j.1467-8667.2012.00760.x · DOI
  85. Xie, 2007, Short-term traffic volume forecasting using Kalman filter with discrete wavelet decomposition, Computer-Aided Civil and Infrastructure Engineering, 22, 326, 10.1111/j.1467-8667.2007.00489.x · DOI
  86. Yang, 1994, Generalization of optimal control theory: linear and nonlinear control, ASCE Journal of Engineering Mechanics, 120, 266, 10.1061/(ASCE)0733-9399(1994)120:2(266) · DOI
  87. Zhang, 2002, Active interaction control of tall buildings sunjected to near-field ground motions, Journal of Structural Engineering, ASCE, 128, 69, 10.1061/(ASCE)0733-9445(2002)128:1(69) · DOI
  88. Zhang, 2002, Protecting base-isolated structures from near-field ground motion by tuned interaction damper, Journal of Engineering Mechanics, ASCE, 128, 287, 10.1061/(ASCE)0733-9399(2002)128:3(287) · DOI
  89. Zhou, 2003, Time-frequency signal analyses of earthquake records using Mexican hat wavelet, Computer-Aided Civil and Infrastructure Engineering, 18, 379, 10.1111/1467-8667.t01-1-00315 · DOI
  90. Zou, 2008, Improvement of image classification using wavelet coefficients with structured based neural network, International Journal of Neural Systems, 18, 195, 10.1142/S012906570800152X · DOI

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Metadata

Authors
Amini, F., Hazaveh, N. K., & Rad, A. A.
Affiliations
Iran University of Science and Technology (IR)
Corresponding author
Amini, Fereidoun
ORCID
Amini, Fereidoun
Venue
Computer-Aided Civil and Infrastructure Engineering
Publisher
Elsevier BV
Published
2013-08
Volume
28
Issue
7
Pages
542-557
ISSN
1093-9687 (ISSN-L)
DOI
10.1111/mice.12017
OpenAlex
W1611009284
Cited by
137
References
1
Citations by year
2026: 5 · 2025: 4 · 2024: 11 · 2023: 14 · 2022: 14 · 2021: 10 · 2020: 5 · 2019: 5 · 2018: 13 · 2017: 10 · 2016: 9 · 2015: 16 · 2014: 18 · 2013: 3
FWCI
33.29
Type
journal article
Language
en
Open access
Licence
Locations
Computer-Aided Civil and Infrastructure Engineering (publishedVersion, cc-by-nc-nd)
Topics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
  • Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
  • Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
Keywords
active tuned mass damper, linear quadratic regulator, particle swarm optimization, discrete wavelet transform, near-fault ground motion, multi-storey buildings, real-time control

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