Dynamic Analysis of High Rise Seismically Isolated Buildings

Mohammed Naguib; Fikry A. Salem; Khloud El-Bayoumi

doi:doi:10.11648/j.ajce.20150302.13

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Dynamic Analysis of High Rise Seismically Isolated Buildings

Mohammed Naguib, Fikry A. Salem, Khloud El-Bayoumi

Published in American Journal of Civil Engineering (Volume 3, Issue 2)

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.

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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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TY  - JOUR
T1  - Dynamic Analysis of High Rise Seismically Isolated Buildings
AU  - Mohammed Naguib
AU  - Fikry A. Salem
AU  - Khloud El-Bayoumi
Y1  - 2015/03/13
PY  - 2015
N1  - https://doi.org/10.11648/j.ajce.20150302.13
DO  - 10.11648/j.ajce.20150302.13
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 43
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PB  - Science Publishing Group
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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
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Author Information

Mohammed Naguib

Civil Engineering Dep., Faculty of Engineering, Mansoura University, Egypt
Fikry A. Salem

Civil Engineering Dep., Faculty of Engineering, Mansoura University, Egypt
Khloud El-Bayoumi

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

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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

Copy | Download

@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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TY  - JOUR
T1  - Dynamic Analysis of High Rise Seismically Isolated Buildings
AU  - Mohammed Naguib
AU  - Fikry A. Salem
AU  - Khloud El-Bayoumi
Y1  - 2015/03/13
PY  - 2015
N1  - https://doi.org/10.11648/j.ajce.20150302.13
DO  - 10.11648/j.ajce.20150302.13
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 43
EP  - 50
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20150302.13
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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