Methodology for the simultaneous optimization of location and parameters of friction dampers in the frequency domain

References

• Bakre, S. V., and R. S. Jangid. 2004. “Optimum Multiple Tuned Mass Dampers for Base-Excited Damped Main System.” International Journal of Structural Stability and Dynamics 04 (04): 527–542. doi: 10.1142/S0219455404001367.
   Google Scholar
• Dehghan-Niri, E., S. M. Zahrai, and A. Mohtat. 2010. “Effectiveness-Robustness Objectives in MTMD System Design: An Evolutionary Optimal Design Methodology.” Structural Control and Health Monitoring 17: 218–236. doi: 10.1002/stc.297.
   Web of Science ®Google Scholar
• Fadel Miguel, L. F., R. H. Lopez, and L. F. F. Miguel. 2013a. “Discussion of Paper: “Estimating Optimum Parameters of Tuned Mass Dampers Using Harmony Search” [Eng. Struct. 33 (9) (2011) 2716–2723].” Engineering Structures 54: 262–264. doi: 10.1016/j.engstruct.2013.03.042.
   Web of Science ®Google Scholar
• Fadel Miguel, L. F., R. H. Lopez, and L. F. F. Miguel. 2013b. “Multimodal Size, Shape, and Topology Optimisation of Truss Structures Using the Firefly Algorithm.” Advances in Engineering Software (1992) 56: 23–37. doi: 10.1016/j.advengsoft.2012.11.006.
   Web of Science ®Google Scholar
• Fadel Miguel, L. F., R. H. Lopez, L. F. F. Miguel, and A. J. Torii. 2016. “A Novel Approach to the Optimum Design of MTMDs Under Seismic Excitations.” Structural Control and Health Monitoring 23: 1290–1313. doi: 10.1002/stc.1845.
   Web of Science ®Google Scholar
• Ghosh, A., and B. Basu. 2007. “A Closed-Form Optimal Tuning Criterion for TMD in Damped Structures.” Structural Control and Health Monitoring 14: 681–692. doi: 10.1002/stc.176.
   Web of Science ®Google Scholar
• Gonçalves, M. S., R. H. Lopez, and L. F. Fadel Miguel. 2015. “Search Group Algorithm: A New Metaheuristic Method for the Optimization of Truss Structures.” Computers and Structures 153: 165–184. doi: 10.1016/j.compstruc.2015.03.003
   Web of Science ®Google Scholar
• Greco, R., A. Lucchini, and G. C. Marano. 2015. “Robust Design of Tuned Mass Dampers Installed on Multi-Degree-of-Freedom Structures Subjected to Seismic Action.” Engineering Optimization 47 (8): 1009–1030. doi: 10.1080/0305215X.2014.941288.
   Web of Science ®Google Scholar
• Kanai, K. 1961. “An Empirical Formula for the Spectrum of Strong Earthquake Motions.” Bulletin Earthquake Research Institute 39: 85–95.
   Google Scholar
• Kaveh, A., and A. Zolghadr. 2017. “Cyclical Parthenogenesis Algorithm for Layout Optimization of Truss Structures with Frequency Constraints.” Engineering Optimization 49 (8): 1317–1334. doi:10.1080/0305215X.2016.1245730.
   Web of Science ®Google Scholar
• Leu, L. J., and J. T. Chang. 2014. “A Simple Approach for Optimal Allocation of Dampers in Nonsymmetrical 3D Multi-storey Structures.” International Journal of Structural Stability and Dynamics 14 (03): 1350074. doi: 10.1142/S0219455413500740.
   Google Scholar
• Lin, T. K., J. S. Hwang, and K. H. Chen. 2017. “Optimal Distribution of Damping Coefficients for Viscous Dampers in Buildings.” International Journal of Structural Stability and Dynamics 17 (04): 1750054. doi: 10.1142/S0219455417500547.
   Google Scholar
• Martínez, C. A., O. Curadelli, and M. E. Compagnoni. 2013. “Optimal Design of Passive Viscous Damping Systems for Buildings Under Seismic Excitation.” Journal of Constructional Steel Research 90: 253–264. doi: 10.1016/j.jcsr.2013.08.005
   Web of Science ®Google Scholar
• Miguel, L. F. F., and L. F. Fadel Miguel. 2012. “Shape and Size Optimization of Truss Structures Considering Dynamic Constraints Through Modern Metaheuristic Algorithms.” Expert Systems with Applications 39: 9458–9467. doi: 10.1016/j.eswa.2012.02.113.
   Web of Science ®Google Scholar
• Miguel, L. F. F., L. F. Fadel Miguel, and R. H. Lopez. 2014. “Robust Design Optimization of Friction Dampers for Structural Response Control.” Structural Control and Health Monitoring 21: 1240–1251. doi: 10.1002/stc.1642.
   Web of Science ®Google Scholar
• Miguel, L. F. F., L. F. Fadel Miguel, and R. H. Lopez. 2015. “A Firefly Algorithm for the Design of Force and Placement of Friction Dampers for Control of Man-Induced Vibrations in Footbridges.” Optimization and Engineering 16: 633–661. doi: 10.1007/s11081-014-9269-3.
   Web of Science ®Google Scholar
• Miguel, L. F. F., L. F. Fadel Miguel, and R. H. Lopez. 2016a. “Simultaneous Optimization of Force and Placement of Friction Dampers Under Seismic Loading.” Engineering Optimization 48 (4): 582–602. doi:10.1080/0305215X.2015.1025774.
   Web of Science ®Google Scholar
• Miguel, L. F. F., L. F. Fadel Miguel, and R. H. Lopez. 2016b. “Failure Probability Minimization of Buildings Through Passive Friction Dampers.” The Structural Design of Tall and Special Buildings 25 (17): 869–885. doi:10.1002/tal.1287.
   Web of Science ®Google Scholar
• Mohebbi, M., K. Shakeri, Y. Ghanbarpour, and H. Majzoub. 2013. “Designing Optimal Multiple Tuned Mass Dampers Using Genetic Algorithms (GAs) for Mitigating the Seismic Response of Structures.” Journal of Vibration and Control 19 (4): 605–625. doi: 10.1177/1077546311434520.
   Web of Science ®Google Scholar
• Moreschi, L. M., and M. P. Singh. 2003. “Design of Yielding Metallic and Friction Dampers for Optimal Seismic Performance.” Earthquake Engineering and Structural Dynamics 32: 1291–1311. doi: 10.1002/eqe.275.
   Web of Science ®Google Scholar
• NSR-10. 2010. Reglamento Colombiano de Construcción Sismo Resistente. Bogotá, DC: Asociación Colombiana de Ingeniería Sísmica.
   Google Scholar
• Özsarıyıldız, S. S., and A. Bozer. 2015. “Finding Optimal Parameters of Tuned Mass Dampers.” The Structural Design of Tall and Special Buildings 24 (6): 461–475. doi: 10.1002/tal.1174.
   Web of Science ®Google Scholar
• Pall, A. S., and C. Marsh. 1982. “Response of Friction Damped Braced Frames.” Journal of the Structural Division, Proceedings of the American Society of Civil Engineers, ASCE 108 (ST6): 1313–1323.
   Google Scholar
• Pall, A. S., C. Marsh, and P. Fazio. 1980. “Friction Joints for Seismic Control of Large Panel Structures.” Journal of Prestressed Concrete Institute 25 (6): 38–61.
   Google Scholar
• Ribakov, Y. 2011. “Using Viscous and Variable Friction Dampers for Improving Structural Seismic Response.” The Structural Design of Tall and Special Buildings 20 (5): 579–593. doi: 10.1002/tal.629.
   Web of Science ®Google Scholar
• Ribakov, Y., and G. Agranovich. 2011. “A Method for Design of Seismic Resistant Structures with Viscoelastic Dampers.” The Structural Design of Tall and Special Buildings 20: 566–578. doi: 10.1002/tal.578.
   Web of Science ®Google Scholar
• Seya, H., M. E. Talbott, and H. H. M. Hwang. 1993. “Probabilistic Seismic Analysis of a Steel Frame Structure.” Probabilistic Engineering Mechanics 8: 127–136. doi: 10.1016/0266-8920(93)90006-H
   Google Scholar
• Sonmez, M., E. Aydin, and T. Karabork. 2013. “Using an Artificial Bee Colony Algorithm for the Optimal Placement of Viscous Dampers in Planar Building Frames.” Structural and Multidisciplinary Optimization 48 (2): 395–409. doi: 10.1007/s00158-013-0892-y
   Web of Science ®Google Scholar
• Soong, T. T., and G. F. Dargush. 1997. Passive Energy Dissipation Systems in Structural Engineering. Chichester: John Wiley & Sons.
   Google Scholar
• Tajimi, H. 1960. “ A Statistical Method of Determining the Maximum Response of a Building Structure during an Earthquake.” Proceedings of 2nd World Conference in Earthquake Engineering, 781–797.
   Google Scholar
• Tan, X., and R. J. Rogers. 1995. “Equivalent Viscous Damping Models of Coulomb Friction in Multi-Degree-of-Freedom Vibration Systems.” Journal of Sound and Vibration 185 (1): 33–50. doi: 10.1006/jsvi.1994.0362
   Web of Science ®Google Scholar
• Wang, J. F., C. C. Lin, and C. H. Lian. 2009. “Two-Stage Optimum Design of Tuned Mass Dampers with Consideration of Stroke.” Structural Control and Health Monitoring 16: 55–72. doi: 10.1002/stc.312.
   Web of Science ®Google Scholar
• Wei, B., P. Wang, X. He, and L. Jiang. 2016. “Seismic Response of Spring-Damper-Rolling Systems with Concave Friction Distribution.” Earthquakes and Structures 11 (1): 25–43. doi: 10.12989/eas.2016.11.1.025
   Web of Science ®Google Scholar
• Wei, B., T. Yang, and L. Jiang. 2015. “Influence of Friction Variability on Isolation Performance of a Rolling-Damper Isolation System.” Journal of Vibroengineering 17 (2): 792–801.
   Web of Science ®Google Scholar
• Yang, X. S. 2008. Nature-Inspired Metaheuristic Algorithms. 1st ed. Cambridge: Luniver Press.
   Google Scholar
• Yang, X. S. 2010. Nature-Inspired Metaheuristic Algorithms. 2nd ed. Cambridge: Luniver Press.
   Google Scholar