The DOI matches its Crossref record; 1 of the 1 references it cites were found in a registry or an index.
Estimating Bridge Fundamental Frequency from Vibration Response of Instrumented Passing Vehicle: Analytical and Experimental Study
Abstract
Driving velocity, natural frequency of vehicle and natural frequency of bridge are the main contributing factors to vibration of a vehicle when passing a bridge. By separating contributions of the first two factors, one can estimate the natural frequency of a bridge indirectly from vehicle acceleration response when it crosses a bridge. In this paper, we apply this concept to estimate the bridge fundamental frequency indirectly using the response of a passing instrumented vehicle. The paper first describes analytical formulation and finite element simulation to demonstrate the feasibility of the method. Afterwards, it describes an experimental verification as a proof-of-concept of the method on a full-scale simply-supported short span bridge by using a light commercial vehicle instrumented with accelerometer. Dynamic responses of the vehicle while passing the bridge are recorded and analyzed. Spectra analysis of the vehicle responses reveal that the first natural frequency of the bridge can be estimated with reasonable accuracy when the vehicle moves with constant velocity. The concept of indirect frequency estimation is useful for assessment of short and medium span bridges where permanent instrumentation and routine visual inspection can be too costly. In this method, one can use inspection vehicle instrumented with vibration sensor to conduct periodic measurements by passing the vehicle over several monitored bridges and estimate their fundamental frequencies. When significant change in frequency is detected, detail inspections can be further conducted to investigate the possible damage on the bridge.
Overview
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
Siringoringo and Fujino estimated the first natural frequency of a bridge through spectral analysis of vehicle response, and field experiment demonstrated the first frequency was identified with reasonable accuracy under moderate driving velocity below 30 km/h.
“Siringoringo and Fujino [265] estimated the first natural frequency of the a bridge through using spectral analysis of the vehicle response by setting the driving velocity constant and employing the prior knowledge of vehicle frequency.Field experiment demonstrated that the first frequency of the bridge was identified with reasonable accuracy under moderateas the driving velocity was below 30 km/h”
From Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019 (2021) · cites this paper as [265]
Multiple ANN models produced the lowest average prediction errors.
“Multiple ANN models produced the lowest average prediction errors.”
From Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019 (2021) · cites this paper as [265]
Saeed et al. [265] compared the performance of single and multiple ANNs and multiple adaptive neuro-fuzzy inference systems in detecting the location and length of a crack in curvilinear beams.
“Saeed et al. [265] compared the performance of single and multiple ANNs and multiple adaptive neuro-fuzzy inference systems in detecting the location and length of a crack in curvilinear beams.”
From Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019 (2021) · cites this paper as [265]
Multiple adaptive neuro-fuzzy inference systems were less sensitive to noise than other classifier models.
“Multiple adaptive neuro-fuzzy inference systems were less sensitive to noise than other classifier models.”
From Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019 (2021) · cites this paper as [265]
Natural frequencies and FRFs were employed as inputs, and PCA was conducted to reduce the size of FRF data.
“Natural frequencies and FRFs were employed as inputs, and PCA was conducted to reduce the size of FRF data.”
From Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019 (2021) · cites this paper as [265]
Citations
Cites
Extracting bridge frequencies from the dynamic response of a passing vehicle
Yang, Y.-B., Lin, C. W., & Yau, J. D. (2004) · Journal of Sound and Vibration · doi:10.1016/s0022-460x(03)00378-x · Cited by 767
Flagged first, then by citations
Research works printed but not linked: 10
- Asakawa H., 2008, Proceedings of the 11th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-11)
- 10.1061/41016(314)139 · DOI
- 10.1061/(ASCE)0733-9399(2006)132:12(1372) · DOI
- 10.12989/sss.2009.5.2.173 · DOI
- 10.1117/12.601727 · DOI
- 10.1080/15732470701270082 · DOI
- 10.1016/j.engstruct.2005.06.016 · DOI
- 10.1016/0022-460X(90)90860-3 · DOI
- 10.1016/S0141-0296(96)00149-6 · DOI · Paper page
- 10.1016/j.engstruct.2009.06.001 · DOI
Cited by
Sorted by citations
Hou, R., & Xia, Y. (2021) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2020.115741 · Cited by 674
Metadata
- Authors
- Siringoringo, D. M., & Fujino, Y.
- Affiliations
- The University of Tokyo (JP)
- Venue
- Advances in Structural Engineering
- Publisher
- SAGE Publications
- Published
- 2012-03
- Volume
- 15
- Issue
- 3
- Pages
- 417-433
- ISSN
- 1369-4332 (ISSN-L)
- 2048-4011
- OpenAlex
- W1966194594
- Cited by
- 162
- References
- 1
- Citations by year
- 2026: 6 · 2025: 11 · 2024: 21 · 2023: 23 · 2022: 23 · 2021: 21 · 2020: 12 · 2019: 11 · 2018: 7 · 2017: 9 · 2016: 8 · 2015: 5 · 2014: 4 · 2013: 1
- FWCI
- 7.83
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Advances in Structural Engineering (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Transport Systems and Technology
- Keywords
- bridge natural frequency, bridge damage detection, bridge health monitoring
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
Are you an author, or do you see a problem with this page? Request a review