Métodos y Materiales ISSN Impreso: 2215-342X ISSN electrónico: 2215-4558

OAI: https://revistas.ucr.ac.cr/index.php/materiales/oai
Numeric Study of the Influence of the Signal Noise, Location of the Sensors and Sampling Rate on the Strain-Only Bwim Method
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Keywords

Puentes
Cargas en movimiento
Deformaciones unitarias
Medición de cargas
Bridges
Weigh-In-Motion
Strains
Loading Measurements

How to Cite

Lobo Aguilar, S., & Christenson, R. E. (2017). Numeric Study of the Influence of the Signal Noise, Location of the Sensors and Sampling Rate on the Strain-Only Bwim Method. Métodos Y Materiales, 6(1), 35–43. https://doi.org/10.15517/mym.v6i1.29701

Abstract

Bridge Weigh-In-Motion (BWIM) systems have been used successfully to identify some of the properties of the trucks that travel over a highway. However, is not always easy to control the sources of uncertainty and therefore the reliability of the results might be affected. In this research, the effect of possible experimental difficulties on the BWIM method based on strain measurements was studied. In particular, three effects were analyzed: the noise level present on the signal, the location of the sensors on the bridge and the sampling rate used for data acquisition. These effects were modeled numerically by adding synthetic noise to an idealized wave response. The results are discussed with focus on the possible consequences on the estimation of velocities and gross vehicle weight of truck during field tests.

https://doi.org/10.15517/mym.v6i1.29701
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References

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American Society for Testing and Materials. (2009). ASTM E1318. Standard Specification for Highway Weigh-In-Motion (WIM) Systems with User Requirements and Test Methods. Road and Paving Standards. Designation: E1318-09.

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Cardini, A. J. &DeWolf, J.T. (2009). Implementation of a Long- Term Bridge Weigh-In-Motion System for a Steel Girder Bridge in the Interstate Highway System. Journal of Bridge Engineering, 14 (6), 418-423.

Christenson, R.E. & Motaref, S. (2016). Dual purpose Bridge Health Monitoring and Weigh-in-Motion (BWIM) -- Phase I. Reporte Número CT-2265-F-15-7.

Lechner, B., Lieschnegg, M., Mariani, O.& Pircher, M. (2013). Detection of Vehicle Data in a Bridge Weigh-in-Motion System. Modern Traffic and Transportation Engineering Research 2(3), 153-161.

Moses, F. (1979).Weight-In-Motion System Using Instrumented Bridges. Proceedings of the American Society of Civil Engineers, Transportation Engineering Journal of ASCE, 105(3) 233-249.

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