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Seismic Control of Tall Buildings Using Distributed Multiple Tuned Mass Dampers

  1. Ali, Mir M. / Moon, Kyoung Sun (2007): Structural Developments in Tall Buildings: Current Trends and Future Prospects. Dans: Architectural Science Review, v. 50, n. 3 (septembre 2007).

    https://doi.org/10.3763/asre.2007.5027

  2. "Controlling buildings: a new frontier in feedback" in IEEE Control Systems, v. 17, n. 6, Institute of Electrical and Electronics Engineers (IEEE), p. 19-35

    https://doi.org/10.1109/37.642972

  3. Soong, T. T. / Spencer, B. F. (2002): Supplemental energy dissipation: state-of-the-art and state-of-the-practice. Dans: Engineering Structures, v. 24, n. 3 (mars 2002).

    https://doi.org/10.1016/s0141-0296(01)00092-x

  4. Moon, Seok J. / Bergman, Lawrence A. / Voulgaris, Petros G. (2003): Sliding Mode Control of Cable-Stayed Bridge Subjected to Seismic Excitation. Dans: Journal of Engineering Mechanics (ASCE), v. 129, n. 1 (janvier 2003).

    https://doi.org/10.1061/(asce)0733-9399(2003)129:1(71)

  5. Wang J.F. (2003), "Vibration suppression for high-speed railway bridges using tuned mass dampers" in International Journal of Solids and Structures, v. 40, n. 2, Elsevier BV, p. 465-491

    https://doi.org/10.1016/s0020-7683(02)00589-9

  6. in International Journal of Optimization in Civil Engineering, v. 1 (2011), p. 167
  7. Leung, A. Y. T. / Zhang, Haijun (2009): Particle swarm optimization of tuned mass dampers. Dans: Engineering Structures, v. 31, n. 3 (mars 2009).

    https://doi.org/10.1016/j.engstruct.2008.11.017

  8. Chen, Genda / Wu, Jingning (2001): Optimal Placement of Multiple Tune Mass Dampers for Seismic Structures. Dans: Journal of Structural Engineering (ASCE), v. 127, n. 9 (septembre 2001).

    https://doi.org/10.1061/(asce)0733-9445(2001)127:9(1054)

  9. Elias Said (2014), "Distributed Multiple Tuned Mass Dampers for Wind Vibration Response Control of High-Rise Building" in Journal of Engineering, v. 2014, Hindawi Limited, p. 1-11

    https://doi.org/10.1155/2014/198719

  10. Lee, Chien-Liang / Chen, Yung-Tsang / Chung, Lap-Loi / Wang, Yen-Po (2006): Optimal design theories and applications of tuned mass dampers. Dans: Engineering Structures, v. 28, n. 1 (janvier 2006).

    https://doi.org/10.1016/j.engstruct.2005.06.023

  11. Li Chunxiang (2006), "Estimating double tuned mass dampers for structures under ground acceleration using a novel optimum criterion" in Journal of Sound and Vibration, v. 298, n. 1-2, Elsevier BV, p. 280-297

    https://doi.org/10.1016/j.jsv.2006.05.018

  12. Jabary, R. N. / Madabhushi, S. P. G. (2015): Tuned mass damper effects on the response of multi-storied structures observed in geotechnical centrifuge tests. Dans: Soil Dynamics and Earthquake Engineering, v. 77 (octobre 2015).

    https://doi.org/10.1016/j.soildyn.2015.06.013

  13. Tsai, Hsiang-Chuan / Lin, Guan-Cheng (1993): Optimum tuned-mass dampers for minimizing steady-state response of support-excited and damped systems. Dans: Earthquake Engineering and Structural Dynamics, v. 22, n. 11 (novembre 1993).

    https://doi.org/10.1002/eqe.4290221104

  14. Xu, Y. L. / Chen, J. / Ng, C. L. / Qu, W. L. (2005): Semiactive Seismic Response Control of Buildings with Podium Structure. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 6 (juin 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:6(890)

  15. Sakr, Tharwat A. (2017): Vibration control of buildings by using partial floor loads as multiple tuned mass dampers. Dans: HBRC Journal, v. 13, n. 2 (août 2017).

    https://doi.org/10.1016/j.hbrcj.2015.04.004

  16. Zuo Lei (2005), "Optimization of the Individual Stiffness and Damping Parameters in Multiple-Tuned-Mass-Damper Systems" in Journal of Vibration and Acoustics, v. 127, n. 1, ASME International, p. 77-83

    https://doi.org/10.1115/1.1855929

  17. Hoang, Nam / Warnitchai, Pennung (2005): Design of multiple tuned mass dampers by using a numerical optimizer. Dans: Earthquake Engineering and Structural Dynamics, v. 34, n. 2 (février 2005).

    https://doi.org/10.1002/eqe.413

  18. Jokic M. (2011), "Reduced-order multiple tuned mass damper optimization: A bounded real lemma for descriptor systems approach" in Journal of Sound and Vibration, v. 330, n. 22, Elsevier BV, p. 5259-5268

    https://doi.org/10.1016/j.jsv.2011.06.005

  19. Pisal, Alka Y. / Jangid, R. S. (2014): Seismic response of multi-story structure with multiple tuned mass friction dampers. Dans: International Journal of Advanced Structural Engineering, v. 6, n. 1 (janvier 2014).

    https://doi.org/10.1007/s40091-014-0046-5

  20. Li, Chunxiang / Qu, Weilian (2006): Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration. Dans: Engineering Structures, v. 28, n. 4 (mars 2006).

    https://doi.org/10.1016/j.engstruct.2005.09.003

  21. he Committee for Disposal and Recycling of Constr,

    https://doi.org/10.1002/(SICI)1099-1794(199806)7:2<147::AID-TAL107>3.3.CO;2-V

  22. Deshmukh S. N. (2014), "LQR Control of Wind Excited Benchmark Building Using Variable Stiffness Tuned Mass Damper" in Shock and Vibration, v. 2014, Hindawi Limited, p. 1-12

    https://doi.org/10.1155/2014/156523

  23. he Committee for Disposal and Recycling of Constr,

    https://doi.org/10.1016/j.scient.2012.11.015

  24. Elias, Said / Matsagar, Vasant / Datta, T. K. (2016): Effectiveness of distributed tuned mass dampers for multi-mode control of chimney under earthquakes. Dans: Engineering Structures, v. 124 (octobre 2016).

    https://doi.org/10.1016/j.engstruct.2016.06.006

  25. Elias Said (2017), "Research developments in vibration control of structures using passive tuned mass dampers" in Annual Reviews in Control, v. 44, Elsevier BV, p. 129-156

    https://doi.org/10.1016/j.arcontrol.2017.09.015

  26. in Journal of the Engineering Mechanics Division, v. 85 (1959), p. 67
  27. Deb K. (2002), "A fast and elitist multiobjective genetic algorithm: NSGA-II" in IEEE Transactions on Evolutionary Computation, v. 6, n. 2, Institute of Electrical and Electronics Engineers (IEEE), p. 182-197

    https://doi.org/10.1109/4235.996017

  28. Goldberg David E. (1991), "A Comparative Analysis of Selection Schemes Used in Genetic Algorithms" in Foundations of Genetic Algorithms, Elsevier, p. 69-93

    https://doi.org/10.1016/B978-0-08-050684-5.50008-2

  29. Iervolino, Iunio / Galasso, Carmine / Cosenza, Edoardo (2009): REXEL: computer aided record selection for code-based seismic structural analysis. Dans: Bulletin of Earthquake Engineering, v. 8, n. 2 (juillet 2009).

    https://doi.org/10.1007/s10518-009-9146-1

  30. Weber, Felix / Distl, Johann / Meier, Leopold / Braun, Christian (2018): Curved surface sliders with friction damping, linear viscous damping, bow tie friction damping, and semiactively controlled properties. Dans: Structural Control and Health Monitoring, v. 25, n. 11 (novembre 2018).

    https://doi.org/10.1002/stc.2257

Publicité

  • Informations
    sur cette fiche
  • Reference-ID
    10375651
  • Publié(e) le:
    23.09.2019
  • Modifié(e) le:
    06.10.2019