Technical Papers
Sep 24, 2011

Dynamic Characteristics of an Overpass Bridge in a Full-Scale Destructive Test

Publication: Journal of Engineering Mechanics
Volume 139, Issue 6

Abstract

Verification of vibration-based damage detection through a full-scale actual structural testing is an important learning opportunity. From such a test, the evolution of dynamic characteristics can be observed, damage detection methods can be validated, and baseline criteria for typical structural damage can be formulated. This paper describes a case study on a full-scale destructive testing of an overpass reinforced concrete bridge. Damage is introduced by cutting one of the bridge piers at the footing level allowing vertical settlement. This type of damage is expected to simulate the condition in which a bridge suffers from nonuniform pier settlement or hidden damage inside piles of buried foundations. By applying time and frequency domain vibration analysis, as well as a system identification technique, changes in dynamic characteristics caused by the damage are evaluated. The results clearly indicate the changes in frequencies as an indicator of damage presence, while the change in mode shapes can be used to locate the damage. The paper also discusses the application of the damage detection method based on outlier analysis of the autospectra function using the bridge ambient acceleration responses. The results indicate that the presence of damage at an early stage can be detected by observing the outliers in multivariate data, and the detection accuracy improved when damage has significantly changed the dynamic characteristics of the structure.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors gratefully acknowledge their colleagues Dr. Helmut Wenzel, Robert Veit-Egerer, and Monika Widmann of the Vienna Consulting Engineers (VCE) for the invitation to join and assistance them during the experiment. The authors thank Dr. Di Su and Mr. Chondro Tandian from the University of Tokyo for their assistance during the experiment. The data, opinions, findings, and conclusions expressed in this paper are those of the authors and do not necessarily reflect those of the VCE.

References

Computer and Structures, Inc. (CSI). (1995). SAP2000 analysis reference manual, CSI, Berkeley, CA.
Doebling, S. W., Farrar, C. R., and Prime, M. B. (1996). “Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review.” Rep. No. LA-13070-MS, Los Alamos National Laboratory, Los Alamos, NM.
Efron, B., and Tibshirani, R. J. (1993). An introduction to the bootstrap, Vol. 57, Chapman & Hall, New York.
Farrar, C. R., Cornwell, P. J., Doebling, S. W., and Prime, M. B. (2000). “Structural health monitoring studies of the Alamosa Canyon and I-40 Bridges.” Rep. No. LA-13635-MS, Los Alamos National Laboratory, Los Alamos, NM.
Gul, M., and Catbas, N. (2009). “Statistical pattern recognition for structural health monitoring using time series modeling: Theory and experimental verifications.” Mech. Syst. Signal Process., 23(7), 2192–2204.
James, G., III, Carne, T. G., and Lauffer, J. P. (1993). “The natural excitation technique (NExT) for modal parameter extraction from operation wind turbines.” SAND92-1666.UC-261, Sandia National Laboratories, Albuquerque, NM.
Juang, J. N., and Pappa, R. S. (1985). “An eigensystem realization algorithm for modal parameter identification and model reduction.” J. Guid. Control Dyn., 8(5), 620–627.
Omenzetter, P., Brownjohn, J. M. W., and Moyo, P. (2004). “Identification of unusual events in multi-channel bridge monitoring data.” Mech. Syst. Signal Process., 18(2), 409–430.
Peeters, B., and DeRoeck, G. (2001). “One-year monitoring of the Z24-Bridge: Environmental effects versus damage event.” Earthquake Eng. Struct. Dyn., 30(2), 149–171.
Siringoringo, D. M., and Fujino, Y. (2009). “Noncontact operational modal analysis of structural members by laser Doppler vibrometer.” Comput. Aided Civ. Infrastruct. Eng., 24(4), 249–265.
Vienna Consulting Engineers (VCE). (2009). “Progressive damage test S101 Flyover Reibesdorf.” Rep. No. 08/2308, VCE, Vienna, Austria.
Worden, K., Manson, G., and Fieller, N. R. J. (2000). “Damage detection using outlier analysis.” J. Sound Vib., 229(3), 647–667.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 139Issue 6June 2013
Pages: 691 - 701

History

Received: Feb 25, 2010
Accepted: Jun 7, 2011
Published online: Sep 24, 2011
Published in print: Jun 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Dionysius M. Siringoringo [email protected]
Research Assistant Professor, Dept. of Civil Engineering, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan (corresponding author). E-mail: [email protected]
Yozo Fujino, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan. E-mail: [email protected]
Tomonori Nagayama [email protected]
Lecturer, Dept. of Civil Engineering, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share