scholarly journals Bayesian sparse regularization for multiple force identification and location in time domain

2018 ◽  
Vol 27 (9) ◽  
pp. 1221-1262 ◽  
Author(s):  
Souleymane Samagassi ◽  
Eric Jacquelin ◽  
Abdellatif Khamlichi ◽  
Moussa Sylla
2019 ◽  
Vol 445 ◽  
pp. 44-63 ◽  
Author(s):  
Baijie Qiao ◽  
Zhu Mao ◽  
Jinxin Liu ◽  
Zhibin Zhao ◽  
Xuefeng Chen

2019 ◽  
Vol 126 ◽  
pp. 341-367 ◽  
Author(s):  
Baijie Qiao ◽  
Junjiang Liu ◽  
Jinxin Liu ◽  
Zhibo Yang ◽  
Xuefeng Chen

2020 ◽  
pp. 107754632094469
Author(s):  
Xijun Ye ◽  
Chudong Pan

Unknown initial conditions can affect the identified accuracy of dynamic forces. Direct measurement of initial conditions is relatively difficult. This study proposes a sparse regularization–based method for identifying forces considering influences of unknown initial conditions. The initial conditions are embedded in a classical governing equation of force identification. The key idea is to introduce a concept of concomitant mapping matrix for reasonably expressing the initial conditions. First, a dictionary is introduced for expanding the dynamic forces. Then, the concomitant mapping matrix is formulated by using free vibrating responses, which correspond to structural responses happening after the structure is subjected to each atom of the force dictionary. A sparse regularization strategy is applied for solving the ill-conditioned equation. After that, the problem of force identification is converted into an optimization problem, and it can be solved by using a one-step strategy. Numerical simulations are carried out for verifying the feasibility and effectiveness of the proposed method. Illustrated results clearly show the applicability and robustness of the proposed method for dealing with force reconstruction and moving force identification.


2010 ◽  
Vol 163-167 ◽  
pp. 2678-2682
Author(s):  
Ling Yu ◽  
Jun Hua Zhu

Effect of computational patterns of principle component analysis (PCA) on moving force identification (MFI) is studied in this paper. The motion equation of bridge due to moving vehicles are formed, the relationship between moving axle loads and caused bridge responses are established for the PCA-based MFI method in time domain. The measured bridge responses are rearranged in a matrix form for easily performing PCA and are adopted for obtaining an acceptable solution to the MFI problem. A laboratory experimental study was conducted to assess effectiveness and robustness of the PCA-based MFI method. The illustrated results show that the PCA-based method is an easy executive and more effective method for the MFI problem. The PCA computational patterns should be appropriately considered due to its higher sensitivity on response catalogues.


1997 ◽  
Vol 201 (1) ◽  
pp. 1-22 ◽  
Author(s):  
S.S. Law ◽  
T.H.T. Chan ◽  
Q.H. Zeng

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