TECHNICAL PAPERS
Oct 1, 1993

Application of Hybrid Sliding Isolation System to Buildings

Publication: Journal of Engineering Mechanics
Volume 119, Issue 10

Abstract

This paper introduces a new base isolation system—a friction‐controllable sliding system—for seismic response control of buildings. To overcome the limitations of conventional passive sliding isolation systems, a hybrid sliding system has been developed using friction‐controllable bearings. This innovative system uses a variable friction force produced by changing the pressure in its fluid chamber with computer control. In this study, the applicability of this system to buildings is examined through computer‐simulation analysis. A control algorithm is developed for this purpose, which considers various problems associated with the application of this system to buildings. It is shown that this hybrid system is more effective for earthquakes with a broad range of intensity, compared to its conventional passive counterparts. The proposed hybrid system is in the process of being installed in a four‐story office building in Tokyo to replace the existing passive isolation system.

Get full access to this article

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

References

1.
Constantinou, M. C., Mokha, A. S., and Reinhorn, A. M. (1991). “Study of sliding bearing and helical‐steel‐spring isolation system.” J. Struct. Engrg., ASCE, 117(4), 1257–1275.
2.
Feng, Q., Fujii, S., Shinozuka, M., and Fujita, T. (1991). “Hybrid isolation system using friction‐controllable sliding bearings.” Proc., 8th VPI and SU Symp. on Dynamics and Large Struct., Virginia Polytechnic Insitute and State Univ., Blacksburg, Va.
3.
Feng, Q. (1992). “Experimental and analytical study of a friction controllable sliding isolation system,” PhD dissertation, University of Tokyo, Tokyo, Japan.
4.
Kawamura, S., Kitazawa, K., Hisano, M., and Nagashima, I. (1988). “Study of a sliding‐type base isolation system: system composition and element properties.” Proc., 9th World Conf. on Earthquake Engrg., Tokyo, Japan.
5.
Mostaghel, N., and Khodaverdian, M. (1987). “Dynamics of resilient friction base isolator (R‐FBI).” Earthquake Engrg. and Struct. Dynamics, 15(3), 379–390.
6.
Yang, J. N., Long, F. X., and Wong, D. (1988). “Optimal control of nonlinear structure.” J. Appl. Mech., 110, 931–938.
7.
Zayas, V., Low, S. S., and Mahin, S. A. (1987). “The FPS earthquake resisting system, experimental report,” Report No. UCB/EERC‐87/01, University of California, Berkeley, Berkeley, Calif.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 119Issue 10October 1993
Pages: 2090 - 2108

History

Received: Jul 14, 1992
Published online: Oct 1, 1993
Published in print: Oct 1993

Permissions

Request permissions for this article.

Authors

Affiliations

Maria Qing Feng, Associate Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of California, Irvine, Irvine, CA 92717

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