File Download
There are no files associated with this item.
Links for fulltext
(May Require Subscription)
- Publisher Website: 10.1142/S021945541750081X
- Scopus: eid_2-s2.0-84992754167
- WOS: WOS:000412130200002
- Find via
Supplementary
- Citations:
- Appears in Collections:
Article: Identifying mode shapes of girder bridges using dynamic responses extracted from a moving vehicle under impact excitation
Title | Identifying mode shapes of girder bridges using dynamic responses extracted from a moving vehicle under impact excitation |
---|---|
Authors | |
Keywords | Impact excitation measurement noise mode shapes road surface roughness vehicle bridge interaction |
Issue Date | 2017 |
Publisher | World Scientific Publishing Co Pte Ltd. The Journal's web site is located at http://www.worldscinet.com/ijssd/ijssd.shtml |
Citation | International Journal of Structural Stability and Dynamics, 2017, v. 17 n. 8, article no. 1750081 How to Cite? |
Abstract | The mode shapes of a bridge are important modal properties for many purposes, such as damage detection and model updating. Traditional methods for constructing mode shapes often require installation of instruments on the bridge for collection of dynamic responses. However, these methods are not only costly but also inconvenient. Therefore, a method is developed for constructing the mode shapes of girder bridges using the dynamic responses extracted from a moving vehicle under impact excitation. This paper reports some numerical simulations based on finite element modeling. Firstly, the dynamic responses of a moving vehicle under impact excitation are generated for simulation. Then the component response associated with each natural frequency of the bridge is extracted by using a suitable filter. Finally, the mode shape associated with each natural frequency identified is constructed from the extracted component response and its Hilbert Transform pair. The proposed method uses only the information measured from the moving vehicle, which acts both as a sensor and an exciter. Moreover, the additional impact excitation on the vehicle helps to excite the bridge. This helps to improve the accuracy by overcoming the adverse effects of measurement noise and road surface roughness. The effects of measurement noise, road surface roughness and vehicle speed on the accuracy of results are evaluated. A numerical study is presented to verify the feasibility of the proposed method. |
Persistent Identifier | http://hdl.handle.net/10722/234551 |
ISSN | 2023 Impact Factor: 3.0 2023 SCImago Journal Rankings: 0.687 |
ISI Accession Number ID |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | QI, Z | - |
dc.contributor.author | Au, FTK | - |
dc.date.accessioned | 2016-10-14T13:47:36Z | - |
dc.date.available | 2016-10-14T13:47:36Z | - |
dc.date.issued | 2017 | - |
dc.identifier.citation | International Journal of Structural Stability and Dynamics, 2017, v. 17 n. 8, article no. 1750081 | - |
dc.identifier.issn | 0219-4554 | - |
dc.identifier.uri | http://hdl.handle.net/10722/234551 | - |
dc.description.abstract | The mode shapes of a bridge are important modal properties for many purposes, such as damage detection and model updating. Traditional methods for constructing mode shapes often require installation of instruments on the bridge for collection of dynamic responses. However, these methods are not only costly but also inconvenient. Therefore, a method is developed for constructing the mode shapes of girder bridges using the dynamic responses extracted from a moving vehicle under impact excitation. This paper reports some numerical simulations based on finite element modeling. Firstly, the dynamic responses of a moving vehicle under impact excitation are generated for simulation. Then the component response associated with each natural frequency of the bridge is extracted by using a suitable filter. Finally, the mode shape associated with each natural frequency identified is constructed from the extracted component response and its Hilbert Transform pair. The proposed method uses only the information measured from the moving vehicle, which acts both as a sensor and an exciter. Moreover, the additional impact excitation on the vehicle helps to excite the bridge. This helps to improve the accuracy by overcoming the adverse effects of measurement noise and road surface roughness. The effects of measurement noise, road surface roughness and vehicle speed on the accuracy of results are evaluated. A numerical study is presented to verify the feasibility of the proposed method. | - |
dc.language | eng | - |
dc.publisher | World Scientific Publishing Co Pte Ltd. The Journal's web site is located at http://www.worldscinet.com/ijssd/ijssd.shtml | - |
dc.relation.ispartof | International Journal of Structural Stability and Dynamics | - |
dc.rights | For preprints : Preprint of an article published in [Journal, Volume, Issue, Year, Pages] [Article DOI] © [copyright World Scientific Publishing Company] [Journal URL] For postprints : Electronic version of an article published as [Journal, Volume, Issue, Year, Pages] [Article DOI] © [copyright World Scientific Publishing Company] [Journal URL] | - |
dc.subject | Impact excitation | - |
dc.subject | measurement noise | - |
dc.subject | mode shapes | - |
dc.subject | road surface roughness | - |
dc.subject | vehicle bridge interaction | - |
dc.title | Identifying mode shapes of girder bridges using dynamic responses extracted from a moving vehicle under impact excitation | - |
dc.type | Article | - |
dc.identifier.email | Au, FTK: francis.au@hku.hk | - |
dc.identifier.authority | Au, FTK=rp00083 | - |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1142/S021945541750081X | - |
dc.identifier.scopus | eid_2-s2.0-84992754167 | - |
dc.identifier.hkuros | 269864 | - |
dc.identifier.volume | 17 | - |
dc.identifier.issue | 8 | - |
dc.identifier.spage | article no. 1750081 | - |
dc.identifier.epage | article no. 1750081 | - |
dc.identifier.isi | WOS:000412130200002 | - |
dc.publisher.place | Singapore | - |
dc.identifier.issnl | 0219-4554 | - |