TECHNICAL PAPERS
Oct 1, 1984

Traffic Generated Vibrations and Bridge Integrity

Publication: Journal of Structural Engineering
Volume 110, Issue 10

Abstract

There is a well established tradition for the use of dynamic test procedures, in the determination of the real characteristics of structures. These concepts have been extended by taking measurements of the bridge vibrations generated by the normal passage of vehicles, and analyzing these data to see if it was possible to determine the dynamic characteristics of the bridges. A preliminary investigation has been made of the possible assessment of structural integrity by means of these measurements. One of the factors that has been considered as a diagnostic tool is a plot of fundamental frequency versus span. A second possibility is an analysis of the overall vibration levels on the bridge, in relation to the energy input created by the traffic. Further work would seem to be justified, in order to determine the true value of this exploratory experimental study. This should include a comparison with other proven experimental techniques, as well as support based on theoretical predictions of bridge characteristics.

Get full access to this article

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

References

1.
Bendat, J. S., and Piersol, A. G., Measurement and Analysis of Random Data, John Wiley and Sons, New York, 1966.
2.
Crawford, R., and Ward, H. S., “Determination of the Natural Periods of Buildings,” Research Paper No. 229, National Research Council of Canada, Division of Building Research, 1964.
3.
Leonard, D. R., “Dynamic Tests on Highway Bridges—Test Procedures and Equipment,” TRRL Report LR654, Department of the Environment, Crowthorne, 1974.
4.
Tilly, G. P., “Damping of Highway Bridges: A Review,” TRRL Supplementary Report 275, Symposium on Dynamic Behavior of Bridges, Department of the Environment, Crowthorne, 1977.
5.
Van Koten, H., “The Comparison of Measured and Calculated Amplitudes of some Buildings and Determination of the Damping Effects of the Buildings,” Proceedings, Third International Conference on Wind Effects on Buildings and Structures, Tokyo, 1971.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 110Issue 10October 1984
Pages: 2487 - 2498

History

Published online: Oct 1, 1984
Published in print: Oct 1984

Permissions

Request permissions for this article.

Authors

Affiliations

Howard S. Ward
Assoc. Dir., Construction and Land Use, Hong Kong Polytechnic, Hung Horn, Kowloon, Hong Kong

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