Abstract

This work presents the results of global positioning system (GPS) data processing using the phase residuals method (PRM)—L1 carrier phase from two satellites—to monitor the dynamic behavior of a small concrete bridge. The bridge tested, the Jaguari Bridge, is a small, curvd, reinforced concrete bridge. The bridge over the Jaguari River is a reinforced concrete bridge built in 1999, located on Fernão Dias Highway (BR 381), positioned at Kilometer 946, Minas Gerais, Brazil. The small concrete bridge was chosen for this study because its construction type is found in great numbers throughout Brazil. In parallel, there was a significant increase of pathologies in these structures as a result of lack of maintenance procedures. The detection of small vibrations of spans, for example, which is a good indicator of the health of a structure, can be monitored by GPS. The challenge in this case is trying to detect with GPS the dynamic displacement that has an amplitude close to 5 mm. Application of the PRM on GPS data allowed the detection of this very small dynamic vibration. In addition, this is the first case of success with applying GPS as a tool for monitoring the dynamic behavior of small concrete bridges. The experiment consisted of sessions conducted during 2 days and used two GPS receivers (with a 100-Hz recording rate) over the central span of the Jaguari Bridge in 2014. The continuous wavelet transform (CWT) was used as a filter technique to analyze the frequencies generated by residues from double-difference data processing.

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Acknowledgments

The authors thank the National Council for Scientific and Technological Development (CNPq), which provided funds (Universal 2008, #422439-08-1) for the purchase of a pair of JAVAD Triumph 100-Hz receivers and the authors’ productivity grants (CNPQ-PQ 2); the research group led by Túlio Nogueira Bittencourt, professor at Structural Engineering and Foundations at the Department of Polytechnic School of University of São Paulo, Brazil; and the Federal Institute of Education, Science, and Technology in Minas Gerais Southern (IFSMG) for providing funds for the authors’ travel to the bridge.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 142Issue 3August 2016

History

Received: Apr 3, 2014
Accepted: Nov 5, 2015
Published online: Feb 8, 2016
Discussion open until: Jul 8, 2016
Published in print: Aug 1, 2016

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Ana Paula C. Larocca, Ph.D. [email protected]
Professor, Measuring Laboratory, Dept. of Transportation Engineering, Sao Carlos Engineering School, Univ. of Sao Paulo, Av. Trabalhador Saocarlense, 400, Sao Carlos-SP-CEP 13566-590, Brazil (corresponding author). E-mail: [email protected]
João Olympio de Araújo Neto [email protected]
Ph.D. Candidate, Univ. of Campinas, SP-CEP 13083-970, Brazil; Lecturer, Federal Institute of South Minas Gerais–Campus Inconfidentes, Praça Tiradentes, 416–Centro–Inconfidentes–MG–CEP 37576-000, Brazil. E-mail: [email protected]
Jorge Luiz Alves Trabanco, Ph.D. [email protected]
Associate Professor, Dept. of Civil Engineering, State Univ. of Campinas, Rua Saturnido de Brito, 224, Campinas–SP–CEP 13083-889, Brazil. E-mail: [email protected]
Marcelo Carvalho dos Santos, Ph.D. [email protected]
Full Professor, Dept. of Geodesy and Geomatics Engineering, Univ. of New Brunswick, 3 Bailey Dr., Fredericton NB E3B 5A3, Canada. E-mail: [email protected]
Augusto César Barros Barbosa, Ph.D. [email protected]
Professor, Center of Science and Technology, Ceara State Univ., Av. Dr. Silas Muguba, 1700 Campus do Itaperi, Fortaleza–CE 60740-000, Brazil. E-mail: [email protected]

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