TECHNICAL PAPERS
Feb 1, 1996

Control of Sliding-Isolated Buildings Using Sliding-Mode Control

Publication: Journal of Structural Engineering
Volume 122, Issue 2

Abstract

Based on the theory of continuous sliding-mode control, control methods are presented for seismic-excited buildings isolated by a frictional-type sliding-isolation system. The dynamic behavior of the building equipped with a base-sliding-isolation system is highly nonlinear, and the sliding-mode–control method is ideal for such nonlinear systems. In addition to full-state-feedback controllers, a simple static-output-feedback controller using only the measured information from a few sensors installed at strategic locations without an observer is presented. The continuous sliding-mode controllers presented do not have undesirable chattering effect. Simulation results for an eight-story building indicate that (1) the control methods are robust; and (2) the control performance is outstanding. A shaking-table experimental program was conducted to verify the proposed static output control method. For the shaking-table tests, a three-story quarter-scale building model was mounted on a base mate that was supported by four frictional bearings. Experimental test results indicate that the control performance is quite remarkable, although a slight degradation was observed due to noise pollution and system time delays.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 2February 1996
Pages: 179 - 186

History

Published online: Feb 1, 1996
Published in print: Feb 1996

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Authors

Affiliations

J. N. Yang, Fellow, ASCE
Prof., Dept. of Civ. and Envir. Engrg., Univ. of Calif., Irvine, CA 92717.
J. C. Wu
Grad. Student, Dept. of Civ. and Envir. Engrg., Univ. of Calif., Irvine, CA.
A. M. Reinhorn
Prof., Dept. of Civ. Engrg., State Univ. of New York, Buffalo, NY 14260.
M. Riley
Grad. Student, Dept. of Civ. Engrg., State Univ. of New York, Buffalo, NY.

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