Experimental Measurement of Structural parameters using Whale Optimization Algorithm
Keywords:
Experimental Measurement Structural control, WOA Identification, structural vibration control
Abstract
This paper proposes an experimental investigation of a four-story structure which is connected to a shaking table. The investigated shaking table is designed to produce any kinds of vibration amplitude. Also, the whale optimization algorithm (WOA) is used for identification of the experimental structure parameters such as mass, stiffness, and damping to show the adaptation of the results collected from the identified model on the results achieved from the linear model.
References
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[24] E. Gülbahçe and M. Çelik, "Active vibration control of a smart beam by a tuner-based PID controller", Journal of Low Frequency Noise, Vibration and Active Control, vol. 37, no. 4, pp. 1125-1133, 2018. Available: 10.1177/1461348418782169
[25] A. Oveisi and M. Gudarzi, "Adaptive Sliding Mode Vibration Control of a Nonlinear Smart Beam: A Comparison with Self-Tuning Ziegler-Nichols PID Controller", Journal of Low Frequency Noise, Vibration and Active Control, vol. 32, no. 1-2, pp. 41-62, 2013. Available: 10.1260/0263-0923.32.1-2.41.
[26] S. Hashemi, H. Haji Kazemi and A. Karamodin, "Localized genetically optimized wavelet neural network for semi-active control of buildings subjected to earthquake", Structural Control and Health Monitoring, vol. 23, no. 8, pp. 1074-1087, 2016. Available: 10.1002/stc.1823.
[27] K. Park and S. Ok, "Modal-space reference-model-tracking fuzzy control of earthquake excited structures", Journal of Sound and Vibration, vol. 334, pp. 136-150, 2015
[28] F. Shirazi, J. Mohammadpour, K. Grigoriadis and G. Song, "Identification and Control of an MR Damper With Stiction Effect and its Application in Structural Vibration Mitigation", IEEE Transactions on Control Systems Technology, vol. 20, no. 5, pp. 1285-1301, 2012.
[29] S. Mirjalili, A. Lewis, The whale optimization algorithm, Advances in engineering software, 95 (2016) 51-67.
[2] S. Nigdeli, "Effect of feedback on PID controlled active structures under earthquake excitations", Earthquakes and Structures, vol. 6, no. 2, pp. 217-235, 2014. Available: 10.12989/eas.2014.6.2.217.
[3] F. Sayyad and N. Gadhave, "Variable stiffness type magnetic vibration absorber to control the vibration of beam structure", Journal of Vibration and Control, vol. 20, no. 13, pp. 1960-1966, 2013. Available: 10.1177/1077546313481237.
[4] T. Li, Z. Wang, J. Li and Y. Ma, "Distributed vibration control of tensegrity structure", Journal of Vibration and Control, vol. 19, no. 5, pp. 720-728, 2012. Available: 10.1177/1077546312438427
[5] C. Roberts and D. Ewins, "Multi-axis vibration testing of an aerodynamically excited structure", Journal of Vibration and Control, vol. 24, no. 2, pp. 427-437, 2016. Available: 10.1177/1077546316642064.
[6] X. Dong, Z. Peng and G. Meng, "Vibration control of a lead zirconate titanate structure considering controller–structure interactions", Journal of Low Frequency Noise, Vibration and Active Control, vol. 37, no. 4, pp. 1201-1218, 2018. Available: 10.1177/1461348418795372
[7] T.K. Datta “A state-of-the-art review on active control of structures", ISET Journal of Earthquake Technology, Vol. 40, pp. 1-17, 2003.
[8] G.W. Housner, et al., "Structural Control: Past, Present and Future", Journal of Engineering Mechanics, Vol. 123, pp. 897-974, 1997.
[9] M.E. Uz, M.N. Hadi, “Optimal design of semi active control for adjacent buildings connected by MR damper based on integrated fuzzy logic and multi-objective genetic algorithm”, Engineering Structures, 69 (2014) 135-148.
[10] S. Etedali, M. Sohrabi and S. Tavakoli, "Optimal PD/PID control of smart base isolated buildings equipped with piezoelectric friction dampers", Earthquake Engineering and Engineering Vibration, vol. 12, no. 1, pp. 39-54, 2013
[11] G. Lin, C. Lin, L. Lu and Y. Ho, "Experimental verification of seismic vibration control using a semi-active friction tuned mass damper", Earthquake Engineering & Structural Dynamics, vol. 41, no. 4, pp. 813-830, 2011. Available: 10.1002/eqe.1162.
[12] H. Yazici, C. Azeloglu and I. Kucukdemiral, "Active Vibration Control of Container Cranes against Earthquake by the Use of Delay-Dependent H∞ Controller under Consideration of Actuator Saturation", Journal of Low Frequency Noise, Vibration and Active Control, vol. 33, no. 3, pp. 289-316, 2014. Available: 10.1260/0263-0923.33.3.289
[13] A. SAMANTA and P. BANERJI, "EARTHQUAKE VIBRATION CONTROL USING SLOSHING LIQUID DAMPERS IN BUILDING STRUCTURES", Journal of Earthquake and Tsunami, vol. 06, no. 01, p. 1250002, 2012. Available: 10.1142/s1793431112500029
[14] K. Min, L. Chung, S. Joo and J. Kim, "Design of Frequency-Dependent Weighting Functions for H2 Control of Seismic-Excited Structures", Journal of Vibration and Control, vol. 11, no. 1, pp. 137-157, 2005. Available: 10.1177/1077546305047761.
[15] C. Azeloglu and A. Sagirli, "Active Vibration Control of Container Cranes against Earthquake by the Use of LMI Based Mixed H2/H∞ State-Feedback Controller", Shock and Vibration, vol. 2015, pp. 1-13, 2015. Available: 10.1155/2015/589289.
[16] S. Pourzeynali, H. Lavasani and A. Modarayi, "Active control of high rise building structures using fuzzy logic and genetic algorithms", Engineering Structures, vol. 29, no. 3, pp. 346-357, 2007.
[17] A. Bathaei, S. Zahrai and M. Ramezani, "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, vol. 24, no. 13, pp. 2938-2953, 2017. Available: 10.1177/1077546317696369.
[18] Y. Eljajeh and M. Petkovski, "Self-adaptive approach for optimisation of passive control systems for seismic resistant buildings", Bulletin of Earthquake Engineering, vol. 16, no. 7, pp. 3171-3194, 2018. Available: 10.1007/s10518-018-0309-9.
[19] T. Manjunath and B. Bandyopadhyay, "VIBRATION CONTROL OF A SMART STRUCTURE USING PERIODIC OUTPUT FEEDBACK TECHNIQUE", Asian Journal of Control, vol. 6, no. 1, pp. 74-87, 2008. Available: 10.1111/j.1934-6093.2004.tb00185.x.
[20] Z. QIU, "Active vibration control for flexible smart structure based on acceleration feedback", Chinese Journal of Mechanical Engineering, vol. 44, no. 03, p. 143, 2008. Available: 10.3901/jme.2008.03.143.
[21] C. Li and J. Mao, "Adaptive Vibration Control on Six Degree-of-Freedom Magnetostrictive Smart Structure", Materials Science Forum, vol. 546-549, pp. 2199-2204, 2007. Available: 10.4028/www.scientific.net/msf.546-549.2199.
[22] T. Itoh, T. Shimomura and H. Okubo, "2B15 Semi-active Vibration Control of Smart Structures with Sliding Mode Control", The Proceedings of the Symposium on the Motion and Vibration Control, vol. 2010, no. 0, pp. _2B15-1_-_2B15-11_, 2010. Available: 10.1299/jsmemovic.2010._2b15-1_
[23] B. Kim, G. Washington and H. Yoon, "Active vibration suppression of a 1D piezoelectric bimorph structure using model predictive sliding mode control", Smart Structures and Systems, vol. 11, no. 6, pp. 623-635, 2013. Available: 10.12989/sss.2013.11.6.623
[24] E. Gülbahçe and M. Çelik, "Active vibration control of a smart beam by a tuner-based PID controller", Journal of Low Frequency Noise, Vibration and Active Control, vol. 37, no. 4, pp. 1125-1133, 2018. Available: 10.1177/1461348418782169
[25] A. Oveisi and M. Gudarzi, "Adaptive Sliding Mode Vibration Control of a Nonlinear Smart Beam: A Comparison with Self-Tuning Ziegler-Nichols PID Controller", Journal of Low Frequency Noise, Vibration and Active Control, vol. 32, no. 1-2, pp. 41-62, 2013. Available: 10.1260/0263-0923.32.1-2.41.
[26] S. Hashemi, H. Haji Kazemi and A. Karamodin, "Localized genetically optimized wavelet neural network for semi-active control of buildings subjected to earthquake", Structural Control and Health Monitoring, vol. 23, no. 8, pp. 1074-1087, 2016. Available: 10.1002/stc.1823.
[27] K. Park and S. Ok, "Modal-space reference-model-tracking fuzzy control of earthquake excited structures", Journal of Sound and Vibration, vol. 334, pp. 136-150, 2015
[28] F. Shirazi, J. Mohammadpour, K. Grigoriadis and G. Song, "Identification and Control of an MR Damper With Stiction Effect and its Application in Structural Vibration Mitigation", IEEE Transactions on Control Systems Technology, vol. 20, no. 5, pp. 1285-1301, 2012.
[29] S. Mirjalili, A. Lewis, The whale optimization algorithm, Advances in engineering software, 95 (2016) 51-67.
Published
2023-06-30
How to Cite
Behzadi Far, R., & Karsaz, A. (2023). Experimental Measurement of Structural parameters using Whale Optimization Algorithm. Majlesi Journal of Mechatronic Systems, 11(4), 1-6. Retrieved from https://ms.majlesi.info/index.php/ms/article/view/540
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Articles
