TECHNICAL PAPERS
Sep 1, 2005

Using Inclinometers to Measure Bridge Deflection

Publication: Journal of Bridge Engineering
Volume 10, Issue 5

Abstract

Deflection of a bridge span under designed loads is an important parameter for bridge safety evaluation. However, it is inconvenient to obtain the bridge deflections directly. For bridges over rivers, railways, or highways, a direct measurement method is impractical. A promising bridge deflection measurement method (inclinometer method) is presented in this paper. It offers a simple, practical and inexpensive method of measuring static and dynamic deflections of bridge spans under loads, even for bridge spans that traverse great heights. Hundreds of experiments and practical tests on simple and continuous bridges, utilizing dynamic and static loads, under various vehicle speeds, show that the method has very high precision, which provides an authentic basis for new-built bridge acceptance and old bridge safety evaluation. The method does not need fixed observation positions as other deflection measurement methods because the inclinometers are installed on the bridge directly, which increases measurement efficiency greatly. These features indicate that as a potential method of measuring bridge deflection, inclinometers have significant engineering application value and a promising future.

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References

Hou, X. M., Yang, X. S., Liao, Z. P., and Ma, S. L. (2002). “Bridge deflection dynamic measurement.” Earthquake Eng. Eng. Vibration, 22(1), 67–72.
Xie, Y., Yan, P. Q., and Mao, L. S. (1999). “Inertial measurement method for railway bridge dynamic deflection.” Chin. J. Sci. Instrum., 20(1), 20–22.
Yang, X. S., Hou, X. M., Liao, Z. P. and Huang, Z. P. (2002). “A new method for bridge deflection measurement.” Chin. J. Civ. Eng., 35(2), 92–96.
Yang, X. S., and Ma, S. L. (2002). “Measuring method for transient response of QY inclinometer.” Earthquake Eng. Eng. Vibration, 22(2), 97–100.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 10Issue 5September 2005
Pages: 564 - 569

History

Received: Feb 11, 2003
Accepted: Oct 20, 2004
Published online: Sep 1, 2005
Published in print: Sep 2005

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Authors

Affiliations

Xingmin Hou
PhD, Associate Professor, Institute of Engineering Mechanics (IEM), China Earthquake Administration (CEA), 29 Xuefu Rd., Harbin 150080, China; and Postdoctoral Researcher of Harbin Institute of Technology, 202 Haihe Road, Harbin 150090, China.
Xueshan Yang
Professor, Institute of Engineering Mechanics, China Earthquake Administration (CEA), 29 Xuefu Rd., Harbin 150080, China.
Qiao Huang
Professor, Member of International Association for Bridge and Structural Engineering (IABSE), Harbin Institute of Technology, 202 Haihe Road, Harbin 150090, China.

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