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contributor authorS. J. Dyke
contributor authorB. F. Spencer, Jr.
contributor authorP. Quast
contributor authorM. K. Sain
contributor authorD. C. Kaspari Jr.
contributor authorT. T. Soong
date accessioned2017-05-08T22:38:05Z
date available2017-05-08T22:38:05Z
date copyrightSeptember 1996
date issued1996
identifier other%28asce%290733-9399%281996%29122%3A9%28907%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84479
description abstractTo date, most of the current active structural control strategies for aseismic protection have been based on either full-state feedback (i.e., all structural displacements and velocities) or on velocity feedback. However, accurate measurement of displacements and velocities is difficult to achieve directly in full-scale applications, particularly during seismic activity, since the foundation of the structure is moving with the ground. Because accelerometers can readily provide reliable and inexpensive measurement of accelerations at strategic points on the structure, development of control methods based on acceleration feedback is an ideal solution to this problem. The purpose of the present paper is to demonstrate experimentally that acceleration feedback-control strategies are effective and robust, and they can achieve performance levels comparable to full-state feedback controllers.
publisherAmerican Society of Civil Engineers
titleAcceleration Feedback Control of MDOF Structures
typeJournal Paper
journal volume122
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1996)122:9(907)
treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 009
contenttypeFulltext


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