کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
4976997 | 1451842 | 2017 | 27 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Bayesian nonlinear structural FE model and seismic input identification for damage assessment of civil structures
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کلمات کلیدی
Parameter estimation - برآورد پارامترModel updating - به روز رسانی مدلDamage identification - شناسایی خسارتNonlinear system identification - شناسایی سیستم غیرخطیBlind identification - شناسایی کورKalman filtering - فیلتر کالمنNonlinear finite element model - مدل عنصر نهایی خطیStructural health monitoring - نظارت بر سلامت سازمانی
موضوعات مرتبط
مهندسی و علوم پایه
مهندسی کامپیوتر
پردازش سیگنال
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Bayesian nonlinear structural FE model and seismic input identification for damage assessment of civil structures Bayesian nonlinear structural FE model and seismic input identification for damage assessment of civil structures](/preview/png/4976997.png)
چکیده انگلیسی
A methodology is proposed to update mechanics-based nonlinear finite element (FE) models of civil structures subjected to unknown input excitation. The approach allows to jointly estimate unknown time-invariant model parameters of a nonlinear FE model of the structure and the unknown time histories of input excitations using spatially-sparse output response measurements recorded during an earthquake event. The unscented Kalman filter, which circumvents the computation of FE response sensitivities with respect to the unknown model parameters and unknown input excitations by using a deterministic sampling approach, is employed as the estimation tool. The use of measurement data obtained from arrays of heterogeneous sensors, including accelerometers, displacement sensors, and strain gauges is investigated. Based on the estimated FE model parameters and input excitations, the updated nonlinear FE model can be interrogated to detect, localize, classify, and assess damage in the structure. Numerically simulated response data of a three-dimensional 4-story 2-by-1 bay steel frame structure with six unknown model parameters subjected to unknown bi-directional horizontal seismic excitation, and a three-dimensional 5-story 2-by-1 bay reinforced concrete frame structure with nine unknown model parameters subjected to unknown bi-directional horizontal seismic excitation are used to illustrate and validate the proposed methodology. The results of the validation studies show the excellent performance and robustness of the proposed algorithm to jointly estimate unknown FE model parameters and unknown input excitations.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Mechanical Systems and Signal Processing - Volume 93, 1 September 2017, Pages 661-687
Journal: Mechanical Systems and Signal Processing - Volume 93, 1 September 2017, Pages 661-687
نویسندگان
Rodrigo Astroza, Hamed Ebrahimian, Yong Li, Joel P. Conte,