A semi-analytical method for moving force identification of bridge structures based on the discrete cosine transform and FEM. (15th November 2022)
- Record Type:
- Journal Article
- Title:
- A semi-analytical method for moving force identification of bridge structures based on the discrete cosine transform and FEM. (15th November 2022)
- Main Title:
- A semi-analytical method for moving force identification of bridge structures based on the discrete cosine transform and FEM
- Authors:
- Zhou, Xinyuan
He, Wei
Zeng, Yaoxiang
Zhang, Yahui - Abstract:
- Highlights: A semi-analytical method is proposed for moving force identification based on the FEM. The discrete cosine transform and the weighted l 1 -norm regularization method are used for the ill-posed problem. The comparison is made with Tikhnovo regularization and the effectiveness of the proposed method is verified. The proposed method can be efficiently applied to complex bridge structures and has high accuracy. Abstract: A semi-analytical method is proposed for moving force identification (MFI) based on the finite element model of the bridge structures. The moving force can be expanded by a set of cosine basis functions based on the discrete cosine transform (DCT) in the time domain. By constructing the segmented continuous mode shape of the bridge deck, the analytical relationship between the measured acceleration responses and the basis coefficients is derived using the Duhamel integral, which is not affected by the time step. The weighted l 1 -norm regularization method is used to solve the basis coefficients to improve the accuracy and noise immunity for identification. For complex bridge structures, the relationship between the responses and the moving forces can be analytically characterized by only knowing node modes of the bridge deck elements. Thus the identification can be carried out effectively. In numerical simulations, the effects of measured locations, noise levels, mode numbers, and moving speeds on the recognition accuracy are discussed underHighlights: A semi-analytical method is proposed for moving force identification based on the FEM. The discrete cosine transform and the weighted l 1 -norm regularization method are used for the ill-posed problem. The comparison is made with Tikhnovo regularization and the effectiveness of the proposed method is verified. The proposed method can be efficiently applied to complex bridge structures and has high accuracy. Abstract: A semi-analytical method is proposed for moving force identification (MFI) based on the finite element model of the bridge structures. The moving force can be expanded by a set of cosine basis functions based on the discrete cosine transform (DCT) in the time domain. By constructing the segmented continuous mode shape of the bridge deck, the analytical relationship between the measured acceleration responses and the basis coefficients is derived using the Duhamel integral, which is not affected by the time step. The weighted l 1 -norm regularization method is used to solve the basis coefficients to improve the accuracy and noise immunity for identification. For complex bridge structures, the relationship between the responses and the moving forces can be analytically characterized by only knowing node modes of the bridge deck elements. Thus the identification can be carried out effectively. In numerical simulations, the effects of measured locations, noise levels, mode numbers, and moving speeds on the recognition accuracy are discussed under different models. The effectiveness, applicability, and robustness of the proposed method are verified. … (more)
- Is Part Of:
- Mechanical systems and signal processing. Volume 180(2022)
- Journal:
- Mechanical systems and signal processing
- Issue:
- Volume 180(2022)
- Issue Display:
- Volume 180, Issue 2022 (2022)
- Year:
- 2022
- Volume:
- 180
- Issue:
- 2022
- Issue Sort Value:
- 2022-0180-2022-0000
- Page Start:
- Page End:
- Publication Date:
- 2022-11-15
- Subjects:
- Moving force identification -- FEM -- Semi-analytical -- Discrete cosine transform -- Regularization
Structural dynamics -- Periodicals
Vibration -- Periodicals
Constructions -- Dynamique -- Périodiques
Vibration -- Périodiques
Structural dynamics
Vibration
Periodicals
621 - Journal URLs:
- http://www.sciencedirect.com/science/journal/08883270 ↗
http://firstsearch.oclc.org ↗
http://firstsearch.oclc.org/journal=0888-3270;screen=info;ECOIP ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.ymssp.2022.109444 ↗
- Languages:
- English
- ISSNs:
- 0888-3270
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 5419.760000
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- 22233.xml