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Dynamic Analysis of High Rise Seismically Isolated Buildings

Received: 23 February 2015     Accepted: 3 March 2015     Published: 13 March 2015
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Abstract

The purpose of this paper is to offer a relative understanding of the seismic performance enhancements that a typical 40-story steel office building can achieve through the implementation of base isolation technology. To reach this understanding, the structures of a fixed-base office building and a base-isolated office building of similar size and layout were designed; their seismic performance was compared in both response spectrum analysis and time history analysis. As a result of this paper, building owners and construction industry professionals can recognize the benefits of implementing base isolation on a wider range of projects, thereby creating the potential for a significant increase in the technology’s use.

Published in American Journal of Civil Engineering (Volume 3, Issue 2)
DOI 10.11648/j.ajce.20150302.13
Page(s) 43-50
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), 2015. Published by Science Publishing Group

Keywords

Triple Friction Pendulum Bearing, Structure Control, Seismic Isolation, Base Isolation, High Rise Buildings

References
[1] T.K. Datta, Control of dynamic response of structures. Proc. of The Indo-US Symposium on Emerging Trends in Vibration and Noise Engineering, 1996, pp.18-20.
[2] R. Randa, T.T. Soong, Parametric study and simplified design of mass dampers. Engineering Structures, Vol. 20, No. 3, 1998, pp. 193 -204.
[3] Kelly J.M. Aseismic Base Isolation: Its History and Prospects. Proc. 1st World Congress on Joints and Bearings,1981, ACI-SP-70, 1: 549-586.
[4] Mostaghel N. and Tanbakuchi J., Response of Sliding Structures to Earthquake Support Motion, Earthquake Engineering and Structural Dynamics, 11, 1983, 729-748
[5] Nicholas R. Marrs (2013). Seismic performance comparison of a fixed-base versus a base isolated office building.
[6] Dao ND, Ryan KL, Verification of a Three-dimensional Triple Pendulum Bearing Element with General Friction Model Using Full Scale Test Data. Submitted toEarthquake Engineering and Structural Dynamics, 2012.
[7] Dao ND. Experimental and Analytical Studies of the Seismic Response of a Full-scale 5-story Steel Moment Frame Building Isolated by Triple Pendulum Bearings.Dissertation,University of Nevada – Reno, 2012
[8] U.S. Geological Survey Earthquake Hazards Program: Seismic Hazard Maps and Data. (2012). http://geohazards.usgs.gov/designmaps/ww/.
[9] American Society of Civil Engineers – Code 7: Minimum Design Loads for Buildings and Other Structures. (2010). 21 June 2011.
[10] Khloud El-Bayoumi, Modeling of triple friction pendulum bearings in sap2000. International Journal of Advances in Engineering & Technology, 2015, Vol. 8 issue 1.
[11] Pacific Earthquake Engineering Research Center (PEER). Web-Based PEER Ground Motion Database (Beta Version) [Interactive web-site database]. Berkeley, California (2010). http://peer.berkeley.edu/peer_ground_motion_database.
Cite This Article
  • APA Style

    Mohammed Naguib, Fikry A. Salem, Khloud El-Bayoumi. (2015). Dynamic Analysis of High Rise Seismically Isolated Buildings. American Journal of Civil Engineering, 3(2), 43-50. https://doi.org/10.11648/j.ajce.20150302.13

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    ACS Style

    Mohammed Naguib; Fikry A. Salem; Khloud El-Bayoumi. Dynamic Analysis of High Rise Seismically Isolated Buildings. Am. J. Civ. Eng. 2015, 3(2), 43-50. doi: 10.11648/j.ajce.20150302.13

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    AMA Style

    Mohammed Naguib, Fikry A. Salem, Khloud El-Bayoumi. Dynamic Analysis of High Rise Seismically Isolated Buildings. Am J Civ Eng. 2015;3(2):43-50. doi: 10.11648/j.ajce.20150302.13

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  • @article{10.11648/j.ajce.20150302.13,
      author = {Mohammed Naguib and Fikry A. Salem and Khloud El-Bayoumi},
      title = {Dynamic Analysis of High Rise Seismically Isolated Buildings},
      journal = {American Journal of Civil Engineering},
      volume = {3},
      number = {2},
      pages = {43-50},
      doi = {10.11648/j.ajce.20150302.13},
      url = {https://doi.org/10.11648/j.ajce.20150302.13},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20150302.13},
      abstract = {The purpose of this paper is to offer a relative understanding of the seismic performance enhancements that a typical 40-story steel office building can achieve through the implementation of base isolation technology. To reach this understanding, the structures of a fixed-base office building and a base-isolated office building of similar size and layout were designed; their seismic performance was compared in both response spectrum analysis and time history analysis. As a result of this paper, building owners and construction industry professionals can recognize the benefits of implementing base isolation on a wider range of projects, thereby creating the potential for a significant increase in the technology’s use.},
     year = {2015}
    }
    

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    T1  - Dynamic Analysis of High Rise Seismically Isolated Buildings
    AU  - Mohammed Naguib
    AU  - Fikry A. Salem
    AU  - Khloud El-Bayoumi
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    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
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    AB  - The purpose of this paper is to offer a relative understanding of the seismic performance enhancements that a typical 40-story steel office building can achieve through the implementation of base isolation technology. To reach this understanding, the structures of a fixed-base office building and a base-isolated office building of similar size and layout were designed; their seismic performance was compared in both response spectrum analysis and time history analysis. As a result of this paper, building owners and construction industry professionals can recognize the benefits of implementing base isolation on a wider range of projects, thereby creating the potential for a significant increase in the technology’s use.
    VL  - 3
    IS  - 2
    ER  - 

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Author Information
  • Civil Engineering Dep., Faculty of Engineering, Mansoura University, Egypt

  • Civil Engineering Dep., Faculty of Engineering, Mansoura University, Egypt

  • Civil Engineering Dep., Faculty of Engineering, Mansoura University, Egypt

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