Comparison of output-only methods for modal identification of a twelve-span viaduct

Xinghua Chen, Piotr Omenzetter, Sherif Beskhyroun

Research output: Chapter in Book/Report/Conference proceedingChapter (peer-reviewed)

1 Citation (Scopus)
17 Downloads (Pure)

Abstract

The recently constructed Newmarket Viaduct in Auckland is a critical link in the New Zealand state highway network. Newmarket Viaduct is a 12-span, pre-cast, post-tensioned structure built using the balanced cantilever method. As a newly constructed bridge, it is essential to measure the actual dynamic characteristics of the bridge to assists in understanding of its dynamic behavior under traffic, seismic and other live loads. Thus, one-off, two day-long modal testing campaign using 56 wireless sensors in multiple setups was conducted under operational conditions to collect vibration data. As part of the ensuing dynamic response studies, this paper presents a preliminary study on data analysis and evaluation of four different system identification procedures for modal parameter identification of Newmarket Viaduct based on ambient vibration measurements. The four methods are the peak-picking and the enhanced frequency domain decomposition in the frequency domain, and the eigenrealization algorithm combined with the natural excitation technique and the stochastic subspace identification method in the time domain. After the comparison based on the estimated natural frequencies and mode shapes, the study discusses the advantages and disadvantages of each of the methods, which will be helpful for the future studies and applications of output-only modal analysis.
Original languageEnglish
Title of host publicationProceedings of the 5th International Operational Modal Analysis Conference
Pages1-8
Number of pages8
DOIs
Publication statusPublished - 13 May 2013
Event5th International Operational Modal Analysis Conference - Guimarães, Portugal
Duration: 13 May 201315 May 2013

Conference

Conference5th International Operational Modal Analysis Conference
Abbreviated titleIOMAC'13
CountryPortugal
CityGuimarães
Period13/05/1315/05/13

Fingerprint

Identification (control systems)
Vibration measurement
Modal analysis
Dynamic response
Natural frequencies
Decomposition
Sensors
Testing

Keywords

  • bridge
  • dynamic characteristic
  • ambient vibration test
  • modal identification
  • wireless sensors

Cite this

Chen, X., Omenzetter, P., & Beskhyroun, S. (2013). Comparison of output-only methods for modal identification of a twelve-span viaduct. In Proceedings of the 5th International Operational Modal Analysis Conference (pp. 1-8) https://doi.org/10.13140/2.1.1054.3680

Comparison of output-only methods for modal identification of a twelve-span viaduct. / Chen, Xinghua; Omenzetter, Piotr; Beskhyroun, Sherif.

Proceedings of the 5th International Operational Modal Analysis Conference. 2013. p. 1-8.

Research output: Chapter in Book/Report/Conference proceedingChapter (peer-reviewed)

Chen, X, Omenzetter, P & Beskhyroun, S 2013, Comparison of output-only methods for modal identification of a twelve-span viaduct. in Proceedings of the 5th International Operational Modal Analysis Conference. pp. 1-8, 5th International Operational Modal Analysis Conference, Guimarães, Portugal, 13/05/13. https://doi.org/10.13140/2.1.1054.3680
Chen X, Omenzetter P, Beskhyroun S. Comparison of output-only methods for modal identification of a twelve-span viaduct. In Proceedings of the 5th International Operational Modal Analysis Conference. 2013. p. 1-8 https://doi.org/10.13140/2.1.1054.3680
Chen, Xinghua ; Omenzetter, Piotr ; Beskhyroun, Sherif. / Comparison of output-only methods for modal identification of a twelve-span viaduct. Proceedings of the 5th International Operational Modal Analysis Conference. 2013. pp. 1-8
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