Cited by 162Structural Health Monitoring TechniquesStructural Engineering and Vibration AnalysisTransport Systems and Technology

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

Siringoringo, Dionysius M., Fujino, Yozo·2012·Advances in Structural Engineering

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

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Crossref · 10.1260/1369-4332.15.3.417

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1 of 1 references verified0 citation errors · 0 not checkable

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Research works printed but not linked: 10

  1. Asakawa H., 2008, Proceedings of the 11th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-11)
  2. 10.1061/41016(314)139 · DOI
  3. 10.1061/(ASCE)0733-9399(2006)132:12(1372) · DOI
  4. 10.12989/sss.2009.5.2.173 · DOI
  5. 10.1117/12.601727 · DOI
  6. 10.1080/15732470701270082 · DOI
  7. 10.1016/j.engstruct.2005.06.016 · DOI
  8. 10.1016/0022-460X(90)90860-3 · DOI
  9. 10.1016/S0141-0296(96)00149-6 · DOI · Paper page
  10. 10.1016/j.engstruct.2009.06.001 · DOI

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Metadata

Authors
Siringoringo, D. M., & Fujino, Y.
Affiliations
The University of Tokyo (JP)
Venue
Advances in Structural Engineering
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

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