A state space modeling and control method for multivariable smart structural systems
A system identification technique for the derivation of minimal, continuous time state variable models for multivariable smart structural systems is presented. The structural identification technique is based on the measurement of eigenvalues and eigenvectors of the structure. Two sensors are requir...
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Published in | Smart materials and structures Vol. 5; no. 4; pp. 386 - 399 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Bristol
IOP Publishing
01.08.1996
Institute of Physics |
Subjects | |
Online Access | Get full text |
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Abstract | A system identification technique for the derivation of minimal, continuous time state variable models for multivariable smart structural systems is presented. The structural identification technique is based on the measurement of eigenvalues and eigenvectors of the structure. Two sensors are required for each mode included in the structural system model. Unlike computational system identification techniques, the relatively large number of sensors simplifies the identification process making it ideal for systems with several inputs and outputs. Additionally, the identification technique allows the implementation of MIMO full state feedback controllers with simple analog hardware. The eigenvectors of distributed parameter structural systems are examined. It is shown that direct measurements of the eigenvalues and eigenvectors are possible for the lightly damped structural systems considered in this paper. The identification procedure utilizes n measurement variables of the structural system with n/2 modes to produce a nth order model. This allows for the measurements to be defined as the model states. It is shown that an array consisting of n/2 sensors on the structure and some simple analog hardware suffice for the identification. For symmetrical systems, it is shown that the number of sensors required for the model identification is reduced further. (Author) |
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AbstractList | A system identification technique for the derivation of minimal, continuous time state variable models for multivariable smart structural systems is presented. The structural identification technique is based on the measurement of eigenvalues and eigenvectors of the structure. Two sensors are required for each mode included in the structural system model. Unlike computational system identification techniques, the relatively large number of sensors simplifies the identification process making it ideal for systems with several inputs and outputs. Additionally, the identification technique allows the implementation of MIMO full state feedback controllers with simple analog hardware. The eigenvectors of distributed parameter structural systems are examined. It is shown that direct measurements of the eigenvalues and eigenvectors are possible for the lightly damped structural systems considered in this paper. The identification procedure utilizes n measurement variables of the structural system with n/2 modes to produce a nth order model. This allows for the measurements to be defined as the model states. It is shown that an array consisting of n/2 sensors on the structure and some simple analog hardware suffice for the identification. For symmetrical systems, it is shown that the number of sensors required for the model identification is reduced further. (Author) |
Author | Rao, Vittal Butler, Robert |
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Cites_doi | 10.1016/0022-460X(80)90466-6 10.1016/0961-9526(94)90102-3 10.2514/3.20031 10.1115/1.2892008 10.1109/37.56278 10.1109/19.65799 10.1088/0964-1726/2/1/007 10.1080/00207178908559631 10.1016/0005-1098(88)90095-7 10.2514/3.21067 10.1088/0964-1726/3/4/012 10.2514/3.20799 10.1016/0022-460X(82)90432-1 10.1177/1045389X9400500515 10.1109/87.338656 |
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Keywords | Multivariable control Active system Vinylidene fluoride polymer Piezoelectricity Vibration control State space Numerical method System identification Algorithm Monitoring control system Intelligent system |
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References | Ewins D J (10) 1982; 84 Lee C K (18) 1989 Butler R (26) 1995; 2442 Kashani R (3) 1993; 2 Lew J (8) 1991 Collins S A (20) 1991 Lee C K (17) 1990; 57 Lashlee R (2) 1994; 5 Miller D W (21) 1990 Collins S A (19) Goyder H (11) 1980; 68 King A (6) 1988; 24 Devasia S (13) 1992 16 Greenwood D T (24) 1965 James M L (14) 1989 Juang J (5) 1995; 8 Moonen M (7) 1989; 49 1 Butler R (23) 1994; 4 4 Choe K (12) 1992; 15 Yang S M (15) 1994; 3 Chen T C (25) 1993; 16 Ewins D J (9) 1989 Miller D W (22) 1990 |
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SubjectTerms | Exact sciences and technology Fundamental areas of phenomenology (including applications) Physics Solid mechanics Structural and continuum mechanics Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) Vibrations and mechanical waves |
Title | A state space modeling and control method for multivariable smart structural systems |
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