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Tuning and Position Optimization of Mass Dampers for Seismic Structures

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Part of the book series: Advances in Intelligent Systems and Computing ((AISC,volume 514))

Abstract

Tuned mass dampers (TMDs) used in seismic vibration control are positioned on the top of the structures and it is the optimum position for regular structures. For structure with different stiffness values for each story, the optimum place of a TMD may be different. In this study, the story position of TMD is also included as a design variable. In methodology, harmony search algorithm is employed. The stroke capacity of the TMD is also considered in the methodology. As a numerical example, a six story structure is investigated. The stiffness of the first two stories are lower than the following two stories. The last two stories have higher stiffness than the other ones. In that case, the optimum position is not the top story. For that reason, the position of TMD is an important design variable for irregular structures in rigidity.

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References

  1. Den Hartog, J.P.: Mechanical Vibrations, 3rd edn. Mc Graw-Hill, New York (1947)

    MATH  Google Scholar 

  2. Warburton, G.B.: Optimum absorber parameters for various combinations of response and excitation parameters. Earthq. Eng. Struct. D. 10, 381–401 (1982)

    Article  Google Scholar 

  3. Sadek, F., Mohraz, B., Taylor, A.W., Chung, R.M.: A method of estimating the parameters of tuned mass dampers for seismic applications. Earthq. Eng. Struct. D. 26, 617–635 (1997)

    Article  Google Scholar 

  4. Rana, R., Soong, T.T.: Parametric study and simplified design of tuned mass dampers. Eng. Struct. 20, 193–204 (1998)

    Article  Google Scholar 

  5. Chang, C.C.: Mass dampers and their optimal designs for building vibration control. Eng. Struct. 21, 454–463 (1999)

    Article  Google Scholar 

  6. Lee, C.L., Chen, Y.T., Chung, L.L., Wang, Y.P.: Optimal design theories and applications of tuned mass dampers. Eng. Struct. 28, 43–53 (2006)

    Article  Google Scholar 

  7. Bakre, S.V., Jangid, R.S.: Optimal parameters of tuned mass damper for damped main system. Struct. Control Health 14, 448–470 (2007)

    Article  Google Scholar 

  8. Hadi, M.N.S., Arfiadi, Y.: Optimum design of absorber for MDOF structures. J. Struct. Eng. ASCE 124, 1272–1280 (1998)

    Article  Google Scholar 

  9. Marano, G.C., Greco, R., Chiaia, B.: A comparison between different optimization criteria for tuned mass dampers design. J. Sound Vib. 329, 4880–4890 (2010)

    Article  Google Scholar 

  10. Singh, M.P., Singh, S., Moreschi, L.M.: Tuned mass dampers for response control of torsional buildings. Earthq. Eng. Struct. D. 31, 749–769 (2002)

    Article  Google Scholar 

  11. Desu, N.B., Deb, S.K., Dutta, A.: Coupled tuned mass dampers for control of coupled vibrations in asymmetric buildings. Struct. Control Health 13, 897–916 (2006)

    Article  Google Scholar 

  12. Pourzeynali, S., Lavasani, H.H., Modarayi, A.H.: Active control of high rise building structures using fuzzy logic and genetic algorithms. Eng. Struct. 29, 346–357 (2007)

    Article  Google Scholar 

  13. Leung, A.Y.T., Zhang, H.: Particle swarm optimization of tuned mass dampers. Eng. Struct. 31, 715–728 (2009)

    Article  Google Scholar 

  14. Leung, A.Y.T., Zhang, H., Cheng, C.C., Lee, Y.Y.: Particle swarm optimization of TMD by non-stationary base excitation during earthquake. Earthq. Eng. Struct. D. 37, 1223–1246 (2008)

    Article  Google Scholar 

  15. Steinbuch, R.: Bionic optimisation of the earthquake resistance of high buildings by tuned mass dampers. J. Bionic Eng. 8, 335–344 (2011)

    Article  Google Scholar 

  16. Bekdaş, G., Nigdeli, S.M.: Estimating optimum parameters of tuned mass dampers using harmony search. Eng. Struct. 33, 2716–2723 (2011)

    Article  Google Scholar 

  17. Bekdaş, G., Nigdeli, S.M.: Mass ratio factor for optimum tuned mass damper strategies. Int. J. Mech. Sci. 71, 68–84 (2013)

    Article  Google Scholar 

  18. Nigdeli, S.M., Bekdaş, G.: Optimum tuned mass damper design for preventing brittle fracture of RC buildings. Smart Struct. Syst. 12(2), 137–155 (2013)

    Article  Google Scholar 

  19. Yang, X.-S., Bekdaş, G., Nigdeli, S.M.: Review and applications of metaheuristic algorithms in civil engineering. Metaheuristics and Optimization in Civil Engineering. Modeling and Optimization in Science and Technologies, vol. 7, pp. 1–24. Springer, Heidelberg (2016). Chap. 1

    Chapter  Google Scholar 

  20. Farshidianfar, A., Soheili, S.: Ant colony optimization of tuned mass dampers for earthquake oscillations of high-rise structures including soil-structure interaction. Soil Dyn. Earthq. Eng. 51, 14–22 (2013)

    Article  Google Scholar 

  21. Farshidianfar, A., Soheili, S.: ABC optimization of TMD parameters for tall buildings with soil structure interaction. Interact. Multiscale Mech. 6, 339–356 (2013)

    Article  Google Scholar 

  22. Farshidianfar, A., Soheili, S.: Optimization of TMD parameters for earthquake vibrations of tall buildings including soil structure interaction. Int. J. Optim. Civ. Eng. 3, 409–429 (2013)

    Google Scholar 

  23. Nigdeli, S.M., Bekdaş, G.: Teaching-learning-based optimization for estimating tuned mass damper parameters. In: 3rd International Conference on Optimization Techniques in Engineering (OTENG 2015), pp. 7–9, Rome, Italy, November 2015

    Google Scholar 

  24. Geem, Z.W., Kim, J.H., Loganathan, G.V.: A new heuristic optimization algorithm: harmony search. Simulation 76(2), 60–68 (2001)

    Article  Google Scholar 

  25. FEMA P-695, Quantification of Building Seismic Performance Factors, Federal Emergency Management Agency, Washington DC (2009)

    Google Scholar 

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Correspondence to Sinan Melih Nigdeli .

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Nigdeli, S.M., Bekdaş, G. (2017). Tuning and Position Optimization of Mass Dampers for Seismic Structures. In: Del Ser, J. (eds) Harmony Search Algorithm. ICHSA 2017. Advances in Intelligent Systems and Computing, vol 514. Springer, Singapore. https://doi.org/10.1007/978-981-10-3728-3_23

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  • DOI: https://doi.org/10.1007/978-981-10-3728-3_23

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-10-3727-6

  • Online ISBN: 978-981-10-3728-3

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