The DOI matches its Crossref record; 1 of the 1 references it cites were found in a registry or an index.
Vehicle-bridge interaction dynamics and potential applications
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Claims the paper makes
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Drive-by damage identification methods extract dynamic properties of the bridge from measured responses of a passing vehicle instrumented with sensors.
“These methods extract the dynamic properties of the bridge, such as natural frequencies, from the measured responses of a passing vehicle instrumented with sensors [262,263].”
From Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019 (2021) · cites this paper as [263]
They assessed two nonparametric methods (PSD- and FRF-based methods) and four parametric methods (a model parameter, a residual variance, a residual likelihood function and a residual uncorrelatedness-based method).
“They assessed two nonparametric methods (i.e.PSD-and FRF-based methods) and four parametric methods (e.g. a model parameter, a residual variance, a residual likelihood function and a residual uncorrelatedness-based method).”
From Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019 (2021) · cites this paper as [263]
Kopsaftopoulos and Fassois [263] experimentally compared several statistical time series methods via application to a lightweight aluminium truss structure.
“Kopsaftopoulos and Fassois [263] experimentally compared several statistical time series methods via application to a lightweight aluminium truss structure.”
From Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019 (2021) · cites this paper as [263]
All the methods were effective for various damage scenarios, but the accuracy of parametric methods was higher than that of nonparametric methods.
“All the methods were effective for various damage scenarios, but the accuracy of parametric methods was higher than that of nonparametric methods.”
From Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019 (2021) · cites this paper as [263]
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
Self-citation
Flagged first, then by citations
Research works printed but not linked: 23
- Stokes, 1849, Discussion of a differential equation relating to the braking of railway bridges, Transactions of the Cambridge Philosophical Society, 8, 707
- Timoshenko, 1922, On the forced vibrations of bridges, Philosophical Magazine, Series 6, 43, 1018, 10.1080/14786442208633953 · DOI
- Tan, 1968, Response of horizontally curved bridge to moving load, Journal of Structural Engineering, 94, 2135
- Olsson, 1991, On the fundamental moving load problem, Journal of Sound and Vibration, 145, 299, 10.1016/0022-460X(91)90593-9 · DOI
- Yang, 1997, Vibration of simple beams due to trains moving at high speeds, Engineering Structures, 19, 936, 10.1016/S0141-0296(97)00001-1 · DOI
- Jeffcott, 1929, On the vibration of beams under the action of moving loads, Philosophical Magazine, Series 7, 8, 66, 10.1080/14786440708564857 · DOI
- Ting, 1974, A general algorithm for the moving mass problem, Journal of Sound and Vibration, 33, 49, 10.1016/S0022-460X(74)80072-6 · DOI
- Stanišić, 1985, On a new theory of the dynamic behavior of the structures carrying moving masses, Ingenieur-Archiv, 55, 176, 10.1007/BF00536412 · DOI
- Sadiku, 1987, On the dynamics of elastic systems with moving concentrated masses, Ingenieur-Archiv, 57, 223, 10.1007/BF02570609 · DOI
- Akin, 1989, Numerical solution for response of beams with moving mass, Journal of Structural Engineering, 115, 120, 10.1061/(ASCE)0733-9445(1989)115:1(120) · DOI
- Lee, 1996, Dynamic response of a beam with a moving mass, Journal of Sound and Vibration, 191, 289, 10.1006/jsvi.1996.0122 · DOI
- Foda, 1998, A dynamic Green function formulation for the response of a beam structure to a moving mass, Journal of Sound and Vibration, 210, 295, 10.1006/jsvi.1997.1334 · DOI
- Yang, 1997, Vehicle–bridge interaction element for dynamic analysis, Journal of Structural Engineering, 123, 1512, 10.1061/(ASCE)0733-9445(1997)123:11(1512) · DOI
- Yang, 2001, A versatile element for analyzing vehicle–bridge interaction response, Engineering Structures, 23, 452, 10.1016/S0141-0296(00)00065-1 · DOI
- Pesterev, 2001, Response of elastic continuum carrying multiple moving oscillators, Journal of Engineering Mechanics, 127, 260, 10.1061/(ASCE)0733-9399(2001)127:3(260) · DOI
- Chu, 1986, Impact in railway prestressed concrete bridges, Journal of Structural Engineering, 112, 1036, 10.1061/(ASCE)0733-9445(1986)112:5(1036) · DOI
- Chatterjee, 1994, Vibration of suspension bridges under vehicular movement, Journal of Structural Engineering, 120, 681, 10.1061/(ASCE)0733-9445(1994)120:3(681) · DOI
- Tan, 1998, Development of an analytical model for treating bridge–vehicle interaction, Engineering Structures, 20, 54, 10.1016/S0141-0296(97)00051-5 · DOI
- Fafard, 1998, Dynamic analysis of existing continuous bridge, Journal of Bridge Engineering, 3, 28, 10.1061/(ASCE)1084-0702(1998)3:1(28) · DOI
- Yang, 1999, An element for analysing vehicle–bridge systems considering vehicle's pitching effect, International Journal for Numerical Methods in Engineering, 46, 1031, 10.1002/(SICI)1097-0207(19991110)46:7<1031::AID-NME738>3.0.CO;2-V · DOI
- Xia, 2000, Dynamic interaction of long suspension bridges with running train, Journal of Sound and Vibration, 237, 263, 10.1006/jsvi.2000.3027 · DOI
- Yau, 1999, Impact response of high speed rail bridges and riding comfort of rail cars, Engineering Structures, 21, 836, 10.1016/S0141-0296(98)00037-6 · DOI
- Yang, 1995, Vehicle–bridge interaction analysis by dynamic condensation method, Journal of Structural Engineering, 121, 1636, 10.1061/(ASCE)0733-9445(1995)121:11(1636) · 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
Calderon Hurtado, A., Kaur, K., Makki Alamdari, M., Atroshchenko, E., Chang, K. C., & Kim, C. W. (2023) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2023.117598 · Cited by 53
Metadata
- Authors
- Yang, Y. B., & Lin, C. W.
- Affiliations
- National Taiwan University (TW)
- Corresponding author
- Yang, Y.B.
- ORCID
- Yang, Y.B.
- Venue
- Journal of Sound and Vibration
- Publisher
- Elsevier BV
- Published
- 2005-06
- Volume
- 284
- Issue
- 1-2
- Pages
- 205-226
- ISSN
- 0022-460X (ISSN-L)
- OpenAlex
- W2014382876
- Cited by
- 419
- References
- 1
- Citations by year
- 2026: 42 · 2025: 35 · 2024: 44 · 2023: 39 · 2022: 30 · 2021: 26 · 2020: 39 · 2019: 19 · 2018: 14 · 2017: 30 · 2016: 19 · 2015: 16 · 2014: 14 · 2013: 12 · 2012: 8
- FWCI
- 4.65
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Journal of Sound and Vibration (publishedVersion)
- Funders
- National Science Council
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Physical Sciences › Engineering › Mechanical Engineering › Railway Engineering and Dynamics
- Physical Sciences › Engineering › Mechanical Engineering › Vibration and Dynamic Analysis
- Keywords
- vehicle-bridge interaction, bridge vibration, modal superposition, analytical solution, vehicle speed effects, bridge natural frequency, damping effects
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