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Performance of Tuned Mass Dampers in Vibration Response Control of Base-Excited Structures

Received: 7 March 2017     Accepted: 29 March 2017     Published: 3 May 2017
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Abstract

The behavior of structures in recent years indicates that moderate and severe earthquakes lead to substantial damages, extensively higher than what is expected. One solution in order to reduce the seismic response of the structures, especially in relative story displacements is usage of tuned mass dampers (TMD). In this study, comparisons between uncontrolled and controlled cases have been evaluated. Results for an 8-story shear building under specified records show that active tuned mass dampers (ATMD) have more appropriate efficiency in structural displacement response reduction compared to passive tuned mass dampers (PTMD) in spite of high cost of installation. In addition, implementation of PTMD would lead to more desirable results in comparison with uncontrolled case regarding acceleration and displacement time history responses, especially when the natural structures’ frequency is different from the dominant frequency of the records. In addition, usage of ATMD results in significant reduction in the story shear response, whereas PTMD equipped system decreases story shear with a limited margin.

Published in Journal of Civil, Construction and Environmental Engineering (Volume 2, Issue 3)
DOI 10.11648/j.jccee.20170203.11
Page(s) 87-94
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2017. Published by Science Publishing Group

Keywords

Tuned Mass Damper (TMD), Structural Control, Time-History Analysis, Shear Building

References
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[6] Bonello, P., Brennan, M. J., Elliott, S. J., Vincent, J. F. V. and Jeronimidis, G. (2005) Designs for an adaptive tuned vibration absorber with variable shape stiffness element, Proceeding of Royal Society of London. Series A, Mathematical and Physical Sciences, Vol. 461, No. 2064, pp. 3955-3976.
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  • APA Style

    Alireza Farzampour, Arash Kamali Asl. (2017). Performance of Tuned Mass Dampers in Vibration Response Control of Base-Excited Structures. Journal of Civil, Construction and Environmental Engineering, 2(3), 87-94. https://doi.org/10.11648/j.jccee.20170203.11

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    ACS Style

    Alireza Farzampour; Arash Kamali Asl. Performance of Tuned Mass Dampers in Vibration Response Control of Base-Excited Structures. J. Civ. Constr. Environ. Eng. 2017, 2(3), 87-94. doi: 10.11648/j.jccee.20170203.11

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    AMA Style

    Alireza Farzampour, Arash Kamali Asl. Performance of Tuned Mass Dampers in Vibration Response Control of Base-Excited Structures. J Civ Constr Environ Eng. 2017;2(3):87-94. doi: 10.11648/j.jccee.20170203.11

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  • @article{10.11648/j.jccee.20170203.11,
      author = {Alireza Farzampour and Arash Kamali Asl},
      title = {Performance of Tuned Mass Dampers in Vibration Response Control of Base-Excited Structures},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {2},
      number = {3},
      pages = {87-94},
      doi = {10.11648/j.jccee.20170203.11},
      url = {https://doi.org/10.11648/j.jccee.20170203.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20170203.11},
      abstract = {The behavior of structures in recent years indicates that moderate and severe earthquakes lead to substantial damages, extensively higher than what is expected. One solution in order to reduce the seismic response of the structures, especially in relative story displacements is usage of tuned mass dampers (TMD). In this study, comparisons between uncontrolled and controlled cases have been evaluated. Results for an 8-story shear building under specified records show that active tuned mass dampers (ATMD) have more appropriate efficiency in structural displacement response reduction compared to passive tuned mass dampers (PTMD) in spite of high cost of installation. In addition, implementation of PTMD would lead to more desirable results in comparison with uncontrolled case regarding acceleration and displacement time history responses, especially when the natural structures’ frequency is different from the dominant frequency of the records. In addition, usage of ATMD results in significant reduction in the story shear response, whereas PTMD equipped system decreases story shear with a limited margin.},
     year = {2017}
    }
    

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  • TY  - JOUR
    T1  - Performance of Tuned Mass Dampers in Vibration Response Control of Base-Excited Structures
    AU  - Alireza Farzampour
    AU  - Arash Kamali Asl
    Y1  - 2017/05/03
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    N1  - https://doi.org/10.11648/j.jccee.20170203.11
    DO  - 10.11648/j.jccee.20170203.11
    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
    SP  - 87
    EP  - 94
    PB  - Science Publishing Group
    SN  - 2637-3890
    UR  - https://doi.org/10.11648/j.jccee.20170203.11
    AB  - The behavior of structures in recent years indicates that moderate and severe earthquakes lead to substantial damages, extensively higher than what is expected. One solution in order to reduce the seismic response of the structures, especially in relative story displacements is usage of tuned mass dampers (TMD). In this study, comparisons between uncontrolled and controlled cases have been evaluated. Results for an 8-story shear building under specified records show that active tuned mass dampers (ATMD) have more appropriate efficiency in structural displacement response reduction compared to passive tuned mass dampers (PTMD) in spite of high cost of installation. In addition, implementation of PTMD would lead to more desirable results in comparison with uncontrolled case regarding acceleration and displacement time history responses, especially when the natural structures’ frequency is different from the dominant frequency of the records. In addition, usage of ATMD results in significant reduction in the story shear response, whereas PTMD equipped system decreases story shear with a limited margin.
    VL  - 2
    IS  - 3
    ER  - 

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Author Information
  • Department of Civil Engineering, Virginia Tech, Blacksburg, USA

  • Department of Civil Engineering, University of Vermont, Burlington, USA

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