TY - GEN
T1 - Acceleration feedback control strategies for aseismic protection
AU - Spencer, B. F.
AU - Dyke, S. J.
PY - 1993
Y1 - 1993
N2 - One of the exciting new application areas for feedback system design has to do with the protection of civil engineering structures from earthquakes, from wind, or from waves. Preliminary indications are that control methods will be able to make a genuine contribution to this problem area, which is of great economic and social importance both in this country and abroad. As in most application-specific situation, not every control modelling, computation, and implementation method may be expected to make a material contribution to the practical solution. It seems at this point in the time, however, that the H2 frequency domain methods, coupled with acceleration feedback, have a solid contribution to make. In this paper, the authors present experimental verification of the performance predictions of such strategies in the University of Notre Dame's Structural Dynamics and Control/Earthquake Engineering Laboratory. The written version of the paper provides a complete description of the facilities, as well as the problem formulation. The Conference Video Proceedings will contain a presentation of the structural control performance results.
AB - One of the exciting new application areas for feedback system design has to do with the protection of civil engineering structures from earthquakes, from wind, or from waves. Preliminary indications are that control methods will be able to make a genuine contribution to this problem area, which is of great economic and social importance both in this country and abroad. As in most application-specific situation, not every control modelling, computation, and implementation method may be expected to make a material contribution to the practical solution. It seems at this point in the time, however, that the H2 frequency domain methods, coupled with acceleration feedback, have a solid contribution to make. In this paper, the authors present experimental verification of the performance predictions of such strategies in the University of Notre Dame's Structural Dynamics and Control/Earthquake Engineering Laboratory. The written version of the paper provides a complete description of the facilities, as well as the problem formulation. The Conference Video Proceedings will contain a presentation of the structural control performance results.
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U2 - 10.23919/acc.1993.4793085
DO - 10.23919/acc.1993.4793085
M3 - Conference contribution
AN - SCOPUS:0027811335
SN - 0780308611
SN - 9780780308619
T3 - American Control Conference
SP - 1317
EP - 1321
BT - American Control Conference
PB - Publ by IEEE
T2 - Proceedings of the 1993 American Control Conference Part 3 (of 3)
Y2 - 2 June 1993 through 4 June 1993
ER -