Identification of Structural Systems Using an Evolutionary Strategy |
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Authors: | Guillermo Franco Raimondo Betti Hilmi Lu? |
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Affiliation: | 1Postdoctoral Research Fellow, The Earth Institute, Columbia Univ., 634A S.W. Mudd Bldg., 500W 120th St., New York, NY 10027. E-mail: franco@civil.columbia.edu 2Professor, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., 640 S.W. Mudd Bldg., 500W 120th St., New York, NY 10027. E-mail: betti@civil.columbia.edu 3Assistant Professor, Dept. of Civil Engineering, Bogazi?i Univ., 34342 Bebek, Istanbul, Turkey. E-mail: hilmilus@boun.edu.tr
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Abstract: | The problem of system identification is an inverse problem of difficult solution. Currently, difficulties lie in the development of algorithms that use measured data from the system to characterize it without significant a priori knowledge of the system. In this paper, a parameter estimation technique based on an evolution strategy (an optimization algorithm inspired by natural evolution) is presented to overcome some of the difficulties encountered in the field. Using this method, a set of direct problems is solved instead of directly tackling the inverse problem. If the uniqueness of the identification solution is guaranteed for the assumed model and the available data, this heuristic method is able to find a solution without incurring restrictions of other classical optimization methods, like the need for reliable initial estimates and convergence to local optima. Some results obtained with this algorithm are presented for the identification of 3 degrees of freedom (DOF) and a 10?DOF structural system under conditions including limited input/output data, noise polluted signals, and no prior knowledge of mass, damping, or stiffness of the system. |
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Keywords: | Damage assessment Identification Monitoring Algorithms Structural dynamics |
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