Parameter Identification for Off-line Model Fitting and On-line Model Updating Using Gradient-based Methods

博士 === 國立臺灣大學 === 土木工程學研究所 === 105 === In the nonlinear structural response simulations, researchers often need to calibrate the parameters of a nonlinear material model with the experimental data by using the trial and error method. This can be very tedious and time consuming. In order to improve t...

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Main Authors: Ming-Chieh Chuang, 莊明介
Other Authors: Shang-Hsien Hsieh
Format: Others
Language:en_US
Published: 2017
Online Access:http://ndltd.ncl.edu.tw/handle/z7b2km
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spelling ndltd-TW-105NTU050150572019-05-15T23:39:38Z http://ndltd.ncl.edu.tw/handle/z7b2km Parameter Identification for Off-line Model Fitting and On-line Model Updating Using Gradient-based Methods 基於梯度之參數識別方法應用於參數擬合與模型更新之研究 Ming-Chieh Chuang 莊明介 博士 國立臺灣大學 土木工程學研究所 105 In the nonlinear structural response simulations, researchers often need to calibrate the parameters of a nonlinear material model with the experimental data by using the trial and error method. This can be very tedious and time consuming. In order to improve the calibration efficiency, the efficient method of parameter identification is desired. This study is to present two gradient-based parameter identification methods (GBM_MF and GBM_MU) for off-line model fitting and on-line model updating, respectively. The proposed GBM_MF method for off-line model fitting can assist the engineers and researchers, who are engaged in the nonlinear structural analyses, in model calibration. In addition, for the advanced hybrid simulation with on-line model updating, the proposed parameter identification method (GBM_MU) with innovative modification is presented in this dissertation. The shaking table test of a five-story BRB frame (BRBF) conducted in E-defense Japan in 2009 is utilized to verify the effectiveness of the proposed methods in the off-line and on-line applications. Compared with the measured responses, the results of off-line model fitting application can confirm that the proposed gradient-based method (GBM_MF) allows the efficient model calibration for the accurate simulation of the nonlinear responses of the BRBF. Moreover, the advantage of the on-line model updating with the proposed parameter identification method (GBM_MU) is demonstrated through the simulated hybrid tests. As a result, the proposed gradient-based methods of parameter identification for off-line model fitting and on-line model updating can advance the earthquake engineering research and practice. Shang-Hsien Hsieh 謝尚賢 2017 學位論文 ; thesis 116 en_US
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language en_US
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description 博士 === 國立臺灣大學 === 土木工程學研究所 === 105 === In the nonlinear structural response simulations, researchers often need to calibrate the parameters of a nonlinear material model with the experimental data by using the trial and error method. This can be very tedious and time consuming. In order to improve the calibration efficiency, the efficient method of parameter identification is desired. This study is to present two gradient-based parameter identification methods (GBM_MF and GBM_MU) for off-line model fitting and on-line model updating, respectively. The proposed GBM_MF method for off-line model fitting can assist the engineers and researchers, who are engaged in the nonlinear structural analyses, in model calibration. In addition, for the advanced hybrid simulation with on-line model updating, the proposed parameter identification method (GBM_MU) with innovative modification is presented in this dissertation. The shaking table test of a five-story BRB frame (BRBF) conducted in E-defense Japan in 2009 is utilized to verify the effectiveness of the proposed methods in the off-line and on-line applications. Compared with the measured responses, the results of off-line model fitting application can confirm that the proposed gradient-based method (GBM_MF) allows the efficient model calibration for the accurate simulation of the nonlinear responses of the BRBF. Moreover, the advantage of the on-line model updating with the proposed parameter identification method (GBM_MU) is demonstrated through the simulated hybrid tests. As a result, the proposed gradient-based methods of parameter identification for off-line model fitting and on-line model updating can advance the earthquake engineering research and practice.
author2 Shang-Hsien Hsieh
author_facet Shang-Hsien Hsieh
Ming-Chieh Chuang
莊明介
author Ming-Chieh Chuang
莊明介
spellingShingle Ming-Chieh Chuang
莊明介
Parameter Identification for Off-line Model Fitting and On-line Model Updating Using Gradient-based Methods
author_sort Ming-Chieh Chuang
title Parameter Identification for Off-line Model Fitting and On-line Model Updating Using Gradient-based Methods
title_short Parameter Identification for Off-line Model Fitting and On-line Model Updating Using Gradient-based Methods
title_full Parameter Identification for Off-line Model Fitting and On-line Model Updating Using Gradient-based Methods
title_fullStr Parameter Identification for Off-line Model Fitting and On-line Model Updating Using Gradient-based Methods
title_full_unstemmed Parameter Identification for Off-line Model Fitting and On-line Model Updating Using Gradient-based Methods
title_sort parameter identification for off-line model fitting and on-line model updating using gradient-based methods
publishDate 2017
url http://ndltd.ncl.edu.tw/handle/z7b2km
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