TECHNICAL PAPERS
Nov 1, 2008

Base Isolation for Seismic Retrofitting of Structures

Publication: Practice Periodical on Structural Design and Construction
Volume 13, Issue 4

Abstract

Analytical seismic responses of structures retrofitted using base isolation devices are investigated and the retrofit schemes are illustrated. The retrofitting of various important structures using seismic isolation technique by incorporation of the layers of isolators at suitable locations is studied. Three specific structures such as historical buildings, bridges, and liquid storage tanks are selected to investigate the effectiveness of the base isolation in seismic retrofitting. Different types of isolation devices, such as elastomeric bearings and sliding systems are evaluated for their performance in the retrofitting works. The response of the retrofitted structural system is obtained numerically by solving the governing equations of motion under different earthquakes and compared with the corresponding conventional structure without any retrofit measures, in order to investigate the effectiveness of base isolation in retrofitting of structures. It is observed that the seismic response of the retrofitted structures reduces significantly in comparison with the conventional structures depicting effectiveness of the retrofitting done through the base isolation technique. This paper also distinctively elaborates on the methods of construction in retrofitting works involving base isolation.

Get full access to this article

View all available purchase options and get full access to this article.

References

American Association of State Highway and Transportation Officials (AASHTO). (1999). “Guide specifications for seismic isolation design.” American Association of State Highway and Transportation Officials, Washington, D.C.
Buckle, I. G., and Mayes, R. L. (1990). “Seismic isolation: History, application, and performance—A world view.” Earthquake Spectra, 6(2), 161–201.
Building Seismic Safety Council (BSSC). (1997). “NEHRP guidelines for the seismic rehabilitation of buildings, FEMA-273, and commentary FEMA-274.” Building Seismic Safety Council, Federal Emergency Management Agency, Washington, D.C.
Chen, Y., and Ahmadi, G. (1992). “Wind effects on base-isolated structures.” J. Eng. Mech., 118(8), 1708–1727.
Cheung, M., Foo, S., and Granadino, J. (1999). “The use of innovative technologies in the seismic retrofit of Canadian federal buildings.” Proc., 8th Canadian Conf. on Earthquake Engineering, Vancouver, Canada, 537–542.
Hale, T. H., and Pall, R. T. (2000). “Seismic upgrade of the Freeport water reservoir, Sacramento, California.” Proc. 12th World Conf. on Earthquake Engineering, Auckland, New Zealand, Paper No. 269.
Haroun, M. A. (1983). “Vibration studies and tests of liquid storage tanks.” Earthquake Eng. Struct. Dyn., 11(2), 179–206.
International Conference of Building Officials (ICBO). (1997). “Uniform building code.” International Conference of Building Officials, Whittier, Calif.
Jangid, R. S., and Datta, T. K. (1995). “Seismic behavior of base-isolated buildings: A state-of-the-art review.” Struct. Build., 110(2), 186–203.
Jangid, R. S., and Kelly, J. M. (2000). “Torsional displacements in base-isolated buildings.” Earthquake Spectra, 16(2), 443–454.
Kelly, J. M. (1986). “Aseismic base isolation: Review and bibliography.” Soil Dyn. Earthquake Eng., 5(4), 202–216.
Kikuchi, M., and Aiken, I. D. (1997). “An analytical hysteresis model for elastomeric seismic isolation bearings.” Earthquake Eng. Struct. Dyn., 26(2), 215–231.
Kim, N. S., and Lee, D. G. (1995). “Pseudo-dynamic test for evaluation of seismic performance of base-isolated liquid storage tanks.” Eng. Struct., 17(3), 198–208.
Kulkarni, J. A., and Jangid, R. S. (2002). “Rigid body response of base-isolated structures.” J. Struct. Control, 9(3), 171–188.
Kulkarni, J. A., and Jangid, R. S. (2003). “Effects of superstructure flexibility on the response of base-isolated structures.” Shock Vib., 10(1), 1–13.
Kunde, M. C., and Jangid, R. S. (2003). “Seismic behavior of isolated bridges: A state-of-the-art review.” Electron. J. Struct. Eng., 3(3), 140–170.
Malhotra, P. K. (1997). “New method for seismic isolation of liquid-storage tanks.” Earthquake Eng. Struct. Dyn., 26(8), 839–847.
Matsagar, V. A., and Jangid, R. S. (2004). “Influence of isolator characteristics on the response of base-isolated structures.” Eng. Struct., 26(12), 1735–1749.
National Research Council of Canada (NRCC). (1995). “National building code of Canada.” National Research Council of Canada, Ottawa, Canada.
Park, Y. J., Wen, Y. K., and Ang, A. H.-S. (1986). “Random vibration of hysteretic systems under bi-directional ground motions.” Earthquake Eng. Struct. Dyn., 14(4), 543–557.
Robinson, W. H. (1982). “Lead rubber hysteretic bearing suitable for protecting structures during earthquakes.” Earthquake Eng. Struct. Dyn., 10(4), 593–604.
Saatcioglu, M., and Humar, J. (2003). “Dynamic analysis of buildings for earthquake-resistant design.” Can. J. Civ. Eng., 30(2), 338–359.
Shrimali, M. K., and Jangid, R. S. (2002a). “Nonlinear seismic response of base-isolated liquid storage tanks to bi-directional excitation.” Nucl. Eng. Des., 217(1–2), 1–20.
Shrimali, M. K., and Jangid, R. S. (2002b). “Seismic response of liquid storage tanks isolated by sliding bearings.” Eng. Struct., 24(7), 909–921.
Skinner, R. I., Kelly, J. M., and Heine, A. J. (1975). “Hysteretic dampers for earthquake-resistant structures.” Earthquake Eng. Struct. Dyn., 3(3), 287–296.
Tongaonkar, N. P., and Jangid, R. S. (2002). “Earthquake response of bridges with sliding system.” Eur. Earthquake Eng., 16(2), 19–33.
Tongaonkar, N. P., and Jangid, R. S. (2003). “Seismic response of isolated bridges with soil-structure-interaction.” Soil Dyn. Earthquake Eng., 23(4), 287–302.
Younis, C. J., and Tadjbakhsh, I. G. (1984). “Response of sliding rigid structure to base excitation.” J. Eng. Mech., 110(3), 417–432.
Zayas, V. A., Low, S. S., and Mahin, S. A. (1990). “A simple pendulum technique for achieving seismic isolation.” Earthquake Spectra, 6(2), 317–333.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 13Issue 4November 2008
Pages: 175 - 185

History

Received: Jul 12, 2006
Accepted: Jan 9, 2008
Published online: Nov 1, 2008
Published in print: Nov 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Vasant A. Matsagar [email protected]
Postdoctorate Research Fellow and Adjunct Professor, Dept. of Civil Engineering, Lawrence Technological Univ., Southfield, MI 48075-1058. E-mail: [email protected]
R. S. Jangid [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai-400 076, India. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share