Abstract
Purpose
The negative stiffness integrated tuned mass damper (NS-TMD) is considered as an interesting and efficient device for passive vibration control. However, design/optimization of NS-TMD may not always lead towards robust performance if there exist uncertainties. In this study, a stochastic design of NS-TMD is proposed taking into account various types of uncertainties.
Methods
Taylor-expansion is used to perturb the objective function facilitating a stochastic design/optimization. Besides, an interval-extension is used to observe the effect of uncertainties with different intensities. The Lyapunov equation is used in the proposed design of NS-TMD by minimizing the dispersion of displacement of primary system. The present work takes into account a standard model of NS-TMD in view of wider applicability of the present study. Random vibration is considered in both the cases of: (a) base-excitation and (b) superstructure loading.
Results
A numerical investigation is further carried out to observe the consequences of uncertainties on optimum design of NS-TMD parameters for both the cases of base-excitation and superstructure loading. Efficiency of NS-TMD is compared under various levels of uncertainties. Besides, some significant earthquake records and white noise (WN) samples are utilized towards more realistic understanding on the performance of stochastic design of NS-TMD under seismic excitation with different level of uncertainties. NS-TMD appears to be effective in robustness against uncertainties in structural parameters in comparison with the frequently used TMD system.
Conclusion
The proposed methodology may be considered as a useful alternative for stochastic design of the NS-TMD under both superstructure loading and base-excitation.
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References
Den Hartog JP (1956) Mechanical vibrations. McGraw-Hill, New York
Debnath N, Deb SK, Dutta A (2013) Frequency band-wise passive control of linear time invariant structural systems with H∞ optimization. J Sound Vib 332:6044–6062. https://doi.org/10.1016/j.jsv.2013.06.018
Debnath N, Deb SK, Dutta A (2016) Multi-modal vibration control of truss bridges with tuned mass dampers under general loading. JVC/J Vib Control 22:4121–4140. https://doi.org/10.1177/1077546315571172
Harik RF, Issa JS (2015) Design of a vibration absorber for harmonically forced damped systems. JVC/J Vib Control 21:1810–1820. https://doi.org/10.1177/1077546313501928
Li H, Li Y, Li J (2020) Negative stiffness devices for vibration isolation applications: a review. Adv Struct Eng 23:1739–1755. https://doi.org/10.1177/1369433219900311
Igusa T, Kiureghian A (1988) Response of uncertain systems to stochastic excitation. J Eng Mech 114:812–832. https://doi.org/10.1061/(ASCE)0733-9399(1988)114:5(812)
Papadimitriou C, Katafygiotis LS, Au S-K (1997) Effects of structural uncertainties on TMD design: a reliability-based approach. J Struct Control 4:65–88. https://doi.org/10.1002/stc.4300040108
Bhowmik K, Debnath N (2021) Stochastic Structural Optimization of Multiple Tuned Mass Damper (MTMD) System with Uncertain Bounded Parameters. In: Advances in Structural Technologies. pp 381–392
Wang M, Sun FF, Yang J, Nagarajaiah S (2019) Seismic protection of SDOF systems with a negative stiffness amplifying damper. Eng Struct 190:128–141. https://doi.org/10.1016/j.engstruct.2019.03.110
Antoniadis IA, Kanarachos SA, Gryllias K, Sapountzakis IE (2018) KDamping: a stiffness based vibration absorption concept. JVC/J Vib Control 24:588–606. https://doi.org/10.1177/1077546316646514
Sapountzakis EJ, Syrimi PG, Pantazis IA, Antoniadis IA (2017) KDamper concept in seismic isolation of bridges with flexible piers. Eng Struct 153:525–539. https://doi.org/10.1016/j.engstruct.2017.10.044
Kapasakalis KA, Sapountzakis EI, Antoniadis IA (2017) Implementation of the KDamper concept to wind turbine towers. In: COMPDYN 2017—Proc 6th Int Conf Comput Methods Struct Dyn Earthq Eng, pp 52–77. https://doi.org/10.7712/120117.5409.17866
Attary N, Symans M, Nagarajaiah S, et al (2012) Application of negative stiffness devices for seismic protection of bridge structures. In: Struct Congr 2012—Proc 2012 Struct Congr, pp 506–515. https://doi.org/10.1061/9780784412367.045
Attary N, Symans M, Nagarajaiah S (2017) Development of a rotation-based negative stiffness device for seismic protection of structures. JVC/J Vib Control 23:853–867. https://doi.org/10.1177/1077546315585435
Syrimi PG, Sapountzakis EJ, Tsiatas GC, Antoniadis IA (2017) Parameter optimization of the KDamper concept in seismic isolation of bridges using harmony search algorithm. In: COMPDYN 2017—Proc 6th Int Conf Comput Methods Struct Dyn Earthq Eng, pp 37–51. https://doi.org/10.7712/120117.5408.17764
Nagarajaiah S, Reinhorn A, Constantinou M et al (2010) Adaptive negative stiffness: A new structural modification approach for seismic protection. In: 5th World Conf Struct Control Monit. https://doi.org/10.4028/www.scientific.net/AMR.639-640.54
Li FS, Chen Q, Zhou JH (2018) Dynamic properties of a novel vibration isolator with negative stiffness. J Vib Eng Technol 6:239–247. https://doi.org/10.1007/s42417-018-0035-2
Antoniadis IA, Kapasakalis KA, Sapountzakis EJ (2019) Advanced negative stiffness absorbers for the seismic protection of structures. AIP Conf Proc. https://doi.org/10.1063/1.5123704
Sapountzakis IE, Tranakidis PG, Antoniadis IA (2019) Implementation of the KDamper concept using disc springs. J Low Freq Noise, Vib Act Control 38:168–186
Yang X, Zheng J, Xu J et al (2020) Structural design and isolation characteristic analysis of new quasi-zero-stiffness. J Vib Eng Technol 8:47–58. https://doi.org/10.1007/s42417-018-0056-x
Su P, Wu JC, Liu S et al (2020) Theoretical design and analysis of a nonlinear electromagnetic vibration isolator with tunable negative stiffness characteristic. J Vib Eng Technol 8:85–93. https://doi.org/10.1007/s42417-018-0059-7
Ye K, Nyangi P (2020) H∞ optimization of tuned inerter damper with negative stiffness device subjected to support excitation. Shock Vib 2020:1–13. https://doi.org/10.1155/2020/7608078
Suman S, Balaji PS, Selvakumar K, Kumaraswamidhas LA (2021) Nonlinear vibration control device for a vehicle suspension using negative stiffness mechanism. J Vib Eng Technol. https://doi.org/10.1007/s42417-020-00275-6
Muscolino G, Sofi A (2013) Bounds for the stationary stochastic response of truss structures with uncertain-but-bounded parameters. Mech Syst Signal Process 37:163–181. https://doi.org/10.1016/j.ymssp.2012.06.016
Mrabet E, Guedri M, Ichchou MN, Ghanmi S (2015) Stochastic structural and reliability based optimization of tuned mass damper. Mech Syst Signal Process 60:437–451. https://doi.org/10.1016/j.ymssp.2015.02.014
Qiu Z, Wang X (2003) Comparison of dynamic response of structures with uncertain-but-bounded parameters using non-probabilistic interval analysis method and probabilistic approach. Int J Solids Struct 40:5423–5439. https://doi.org/10.1016/S0020-7683(03)00282-8
Liu ZS, Chen SH, Han WZ (1994) Solving the extremum of static response for structural systems with unknown-but-bounded parameters. Comput Struct 50:557–561. https://doi.org/10.1016/0045-7949(94)90026-4
Qiu Z, Xia Y, Yang J (2007) The static displacement and the stress analysis of structures with bounded uncertainties using the vertex solution theorem. Comput Methods Appl Mech Eng 196:4965–4984. https://doi.org/10.1016/j.cma.2007.06.022
Qiu Z, Wang X (2009) Vertex solution theorem for the upper and lower bounds on the dynamic response of structures with uncertain-but-bounded parameters. Acta Mech Sin Xuebao 25:367–379. https://doi.org/10.1007/s10409-008-0223-5
Marano GC, Greco R (2011) Optimization criteria for tuned mass dampers for structural vibration control under stochastic excitation. JVC/J Vib Control 17:679–688. https://doi.org/10.1177/1077546310365988
Li Y, Zhou S, Litak G (2020) Uncertainty analysis of bistable vibration energy harvesters based on the improved interval extension. J Vib Eng Technol 8:297–306. https://doi.org/10.1007/s42417-019-00134-z
Martins LA, Lara-Molina FA, Koroishi EH, Cavalini AA (2020) Optimal design of a dynamic vibration absorber with uncertainties. J Vib Eng Technol 8:133–140. https://doi.org/10.1007/s42417-019-00084-6
Sapountzakis EJ, Syrimi PG, Antoniadis IA (2016) KDamper Concept in Seismic Isolation of Bridges. In: Proc 1st ICONHIC 2016, Chania pp 28–30
Moore RE, Kearfott RB, Cloud MJ (2009) Introduction to interval analysis. SIAM, Philadelphia, USA
Marano GC, Greco R, Sgobba S (2010) A comparison between different robust optimum design approaches: application to tuned mass dampers. Probabilistic Eng Mech 25:108–118. https://doi.org/10.1016/j.probengmech.2009.08.004
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Bhowmik, K., Debnath, N. On Stochastic Design of Negative Stiffness Integrated Tuned Mass Damper (NS-TMD). J. Vib. Eng. Technol. 9, 2197–2211 (2021). https://doi.org/10.1007/s42417-021-00356-0
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DOI: https://doi.org/10.1007/s42417-021-00356-0