A Deconvolution-Based Approach to Structural Dynamics System Identification and Response Prediction
Two general linear time-varying system identification methods for multiple-input multiple-output systems are proposed based on the proper orthogonal decomposition (POD). The method applies the POD to express response data for linear or nonlinear systems as a modal sum of proper orthogonal modes and...
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Veröffentlicht in: | Journal of vibration and acoustics 2008-06, Vol.130 (3), p.031010 (8)-031010 (8) |
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creator | Allison, Timothy C Miller, A. Keith Inman, Daniel J |
description | Two general linear time-varying system identification methods for multiple-input multiple-output systems are proposed based on the proper orthogonal decomposition (POD). The method applies the POD to express response data for linear or nonlinear systems as a modal sum of proper orthogonal modes and proper orthogonal coordinates (POCs). Drawing upon mode summation theory, an analytical expression for the POCs is developed, and two deconvolution-based methods are devised for modifying them to predict the response of the system to new loads. The first method accomplishes the identification with a single-load-response data set, but its applicability is limited to lightly damped systems with a mass matrix proportional to the identity matrix. The second method uses multiple-load-response data sets to overcome these limitations. The methods are applied to construct predictive models for linear and nonlinear beam examples without using prior knowledge of a system model. The method is also applied to a linear experiment to demonstrate a potential experimental setup and the method’s feasibility in the presence of noise. The results demonstrate that while the first method only requires a single set of load-response data, it is less accurate than the multiple-load method for most systems. Although the methods are able to reconstruct the original data sets accurately even for nonlinear systems, the results also demonstrate that a linear time-varying method cannot predict nonlinear phenomena that are not present in the original signals. |
doi_str_mv | 10.1115/1.2890387 |
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Keith ; Inman, Daniel J</creator><creatorcontrib>Allison, Timothy C ; Miller, A. Keith ; Inman, Daniel J</creatorcontrib><description>Two general linear time-varying system identification methods for multiple-input multiple-output systems are proposed based on the proper orthogonal decomposition (POD). The method applies the POD to express response data for linear or nonlinear systems as a modal sum of proper orthogonal modes and proper orthogonal coordinates (POCs). Drawing upon mode summation theory, an analytical expression for the POCs is developed, and two deconvolution-based methods are devised for modifying them to predict the response of the system to new loads. The first method accomplishes the identification with a single-load-response data set, but its applicability is limited to lightly damped systems with a mass matrix proportional to the identity matrix. The second method uses multiple-load-response data sets to overcome these limitations. The methods are applied to construct predictive models for linear and nonlinear beam examples without using prior knowledge of a system model. The method is also applied to a linear experiment to demonstrate a potential experimental setup and the method’s feasibility in the presence of noise. The results demonstrate that while the first method only requires a single set of load-response data, it is less accurate than the multiple-load method for most systems. 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The first method accomplishes the identification with a single-load-response data set, but its applicability is limited to lightly damped systems with a mass matrix proportional to the identity matrix. The second method uses multiple-load-response data sets to overcome these limitations. The methods are applied to construct predictive models for linear and nonlinear beam examples without using prior knowledge of a system model. The method is also applied to a linear experiment to demonstrate a potential experimental setup and the method’s feasibility in the presence of noise. The results demonstrate that while the first method only requires a single set of load-response data, it is less accurate than the multiple-load method for most systems. Although the methods are able to reconstruct the original data sets accurately even for nonlinear systems, the results also demonstrate that a linear time-varying method cannot predict nonlinear phenomena that are not present in the original signals.</description><subject>Exact sciences and technology</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Measurement and testing methods</subject><subject>Physics</subject><subject>Solid mechanics</subject><subject>Structural and continuum mechanics</subject><subject>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><issn>1048-9002</issn><issn>1528-8927</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2008</creationdate><recordtype>article</recordtype><recordid>eNo9kM1LxDAQxYso-Hnw7CUXBQ9d89Em6XFdvxYWFFfPYZpOsdImNWmF_e_tsounGYbfe8x7SXLJ6Iwxlt-xGdcFFVodJCcs5zrVBVeH004znRaU8uPkNMZvSpkQeX6S2Dl5QOvdr2_HofEuvYeIFZn3ffBgv8jgyXoIox3GAC152DjoGhvJehMH7MiyQjc0dWNhqyXgKvKOsfcuInkLWDV2ez9PjmpoI17s51ny-fT4sXhJV6_Py8V8lYJgdEiFlryilYZaoUTKrFWVBFtRpIqhVaBLqUpVoipyWWRC65LVCEJySVkJWpwlNzvf6fefEeNguiZabFtw6MdohOC5lAWfwNsdaIOPMWBt-tB0EDaGUbOt0TCzr3Fir_emEC20dQBnm_gv4DRjeUblxF3tOIgdmm8_BjdlNVmWMVGIP9-me6Q</recordid><startdate>20080601</startdate><enddate>20080601</enddate><creator>Allison, Timothy C</creator><creator>Miller, A. 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Keith</creatorcontrib><creatorcontrib>Inman, Daniel J</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of vibration and acoustics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Allison, Timothy C</au><au>Miller, A. Keith</au><au>Inman, Daniel J</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Deconvolution-Based Approach to Structural Dynamics System Identification and Response Prediction</atitle><jtitle>Journal of vibration and acoustics</jtitle><stitle>J. Vib. Acoust</stitle><date>2008-06-01</date><risdate>2008</risdate><volume>130</volume><issue>3</issue><spage>031010 (8)</spage><epage>031010 (8)</epage><pages>031010 (8)-031010 (8)</pages><issn>1048-9002</issn><eissn>1528-8927</eissn><abstract>Two general linear time-varying system identification methods for multiple-input multiple-output systems are proposed based on the proper orthogonal decomposition (POD). The method applies the POD to express response data for linear or nonlinear systems as a modal sum of proper orthogonal modes and proper orthogonal coordinates (POCs). Drawing upon mode summation theory, an analytical expression for the POCs is developed, and two deconvolution-based methods are devised for modifying them to predict the response of the system to new loads. The first method accomplishes the identification with a single-load-response data set, but its applicability is limited to lightly damped systems with a mass matrix proportional to the identity matrix. The second method uses multiple-load-response data sets to overcome these limitations. The methods are applied to construct predictive models for linear and nonlinear beam examples without using prior knowledge of a system model. The method is also applied to a linear experiment to demonstrate a potential experimental setup and the method’s feasibility in the presence of noise. The results demonstrate that while the first method only requires a single set of load-response data, it is less accurate than the multiple-load method for most systems. Although the methods are able to reconstruct the original data sets accurately even for nonlinear systems, the results also demonstrate that a linear time-varying method cannot predict nonlinear phenomena that are not present in the original signals.</abstract><cop>New York, NY</cop><pub>ASME</pub><doi>10.1115/1.2890387</doi></addata></record> |
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subjects | Exact sciences and technology Fundamental areas of phenomenology (including applications) Measurement and testing methods Physics Solid mechanics Structural and continuum mechanics Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) |
title | A Deconvolution-Based Approach to Structural Dynamics System Identification and Response Prediction |
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