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ramon saleno yure rubim costa silva university of Brasilia Erwin U. L. Palechor Department of Civil Engineering, University of Brasilia Campus Darcy Ribeiro SG-12 Brasilia, Distrito Federal, Brazil Luciano M. Bezerra Department of Civil Engineering, University of Brasilia Campus Darcy Ribeiro SG-12 Brasilia, Distrito Federal, Brazil Marcus V. G. de Morais Department of Mechanical Engineering, University of Brasilia, Campus Darcy Ribeiro, Brasilia, Distrito Federal, Brazil Welington V. da Silva Department of Civil Engineering, University of Brasilia Campus Darcy Ribeiro SG-12 Brasilia, Distrito Federal, Brazil

Abstract

In recent years, one can observe a constant worry of the scientific community on the search for demage detection techniques in structures. Such worry contributed to the progressive development of Structural Health Monitoring. This paper purpose a methodology using Continuous Wavelet Transform associated with interpolation and regularization techniques applied in the experimental and numerical mode shapes of the Dogna Bridge using only the demaged responses. The results of the analyses are presented and discussed in this paper.

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Section
SI: Design of Civil Environmental Engineering

How to Cite

Damage detection in a reinforced concrete bridge applying wavelet transform in experimental and numerical data. (2019). Fracture and Structural Integrity, 13(48), 693-705. https://doi.org/10.3221/IGF-ESIS.48.65

How to Cite

Damage detection in a reinforced concrete bridge applying wavelet transform in experimental and numerical data. (2019). Fracture and Structural Integrity, 13(48), 693-705. https://doi.org/10.3221/IGF-ESIS.48.65

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