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    Phase I Benchmark Control Problem for Seismic Response of Cable-Stayed Bridges 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 007
    Author(s): S. J. Dyke; J. M. Caicedo; G. Turan; L. A. Bergman; S. Hague
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the problem definition for the first generation of benchmark structural control problems for cable-stayed bridges. The benchmark problem is based on the Bill Emerson Memorial Bridge that is currently ...
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    Phenomenological Model for Magnetorheological Dampers 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 003
    Author(s): B. F. Spencer Jr.; S. J. Dyke; M. K. Sain; J. D. Carlson
    Publisher: American Society of Civil Engineers
    Abstract: Semiactive control devices have received significant attention in recent years because they offer the adaptability of active control devices without requiring the associated large power sources. Magnetorheological (MR) ...
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    Role of Control-Structure Interaction in Protective System Design 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 002
    Author(s): S. J. Dyke; B. F. Spencer Jr.; P. Quast; M. K. Sain
    Publisher: American Society of Civil Engineers
    Abstract: Most of the current research in the field of structural control for mitigation of responses due to extreme environmental loads does not directly account for the effects of control-structure interaction and actuator/sensor ...
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    Benchmark Control Problems for Seismically Excited Nonlinear Buildings 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Y. Ohtori; R. E. Christenson; B. F. Spencer, Jr.; S. J. Dyke
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the problem definition and guidelines of a set of benchmark control problems for seismically excited nonlinear buildings. Focusing on three typical steel structures, 3-, 9-, and 20-story buildings ...
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    Acceleration Feedback Control of MDOF Structures 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 009
    Author(s): S. J. Dyke; B. F. Spencer, Jr.; P. Quast; M. K. Sain; D. C. Kaspari Jr.; T. T. Soong
    Publisher: American Society of Civil Engineers
    Abstract: To 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, ...
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