Identification of system parameters and input force from output only
A method based on sensitivity of structural responses is presented for identifying both the system parameters and the input excitation force of a structure. Both sinusoidal and impulsive forces are studied. In the inverse analysis, a short length of measurement from only one or two accelerometers is...
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| Published in | Mechanical systems and signal processing Vol. 21; no. 5; pp. 2099 - 2111 |
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| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
London
Elsevier Ltd
01.07.2007
Elsevier |
| Subjects | |
| Online Access | Get full text |
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| Abstract | A method based on sensitivity of structural responses is presented for identifying both the system parameters and the input excitation force of a structure. Both sinusoidal and impulsive forces are studied. In the inverse analysis, a short length of measurement from only one or two accelerometers is required, and an iterative gradient-based model updating method based on the dynamic response sensitivity is adopted. The location of the input force is assumed known in the identification. The poor identification with the relatively insensitive parameters in a mixture of parameters with different sensitivities is addressed and solved with another loop of optimization. Validity of the proposed method is demonstrated with two numerical simulations and verified with laboratory results from a simply supported steel beam. |
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| AbstractList | A method based on sensitivity of structural responses is presented for identifying both the system parameters and the input excitation force of a structure. Both sinusoidal and impulsive forces are studied. In the inverse analysis, a short length of measurement from only one or two accelerometers is required, and an iterative gradient-based model updating method based on the dynamic response sensitivity is adopted. The location of the input force is assumed known in the identification. The poor identification with the relatively insensitive parameters in a mixture of parameters with different sensitivities is addressed and solved with another loop of optimization. Validity of the proposed method is demonstrated with two numerical simulations and verified with laboratory results from a simply supported steel beam. |
| Author | Lu, Z.R. Law, S.S. |
| Author_xml | – sequence: 1 givenname: Z.R. surname: Lu fullname: Lu, Z.R. organization: School of Engineering, Sun Yat-sen University, Guangzhou, Guangdong Province, People's Republic of China – sequence: 2 givenname: S.S. surname: Law fullname: Law, S.S. email: cesslaw@polyu.edu.hk organization: Civil and Structural Engineering Department, Hong Kong Polytechnic University, Hunghom, Kowloon, Hong Kong, People's Republic of China |
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| Keywords | Response Inverse analysis Sensitivity Identification Damage Regularization Vibration Length measurement Iterative method Simple support Metal Steel Modeling Optimization Inverse problem Model matching Accelerometer System identification Gradient method Damaging |
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| Snippet | A method based on sensitivity of structural responses is presented for identifying both the system parameters and the input excitation force of a structure.... |
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| SubjectTerms | Damage Exact sciences and technology Fracture mechanics (crack, fatigue, damage...) Fundamental areas of phenomenology (including applications) Identification Inverse analysis Measurement and testing methods Physics Regularization Response Sensitivity Solid mechanics Structural and continuum mechanics Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) |
| Title | Identification of system parameters and input force from output only |
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