Finite Element Model Updating of Damaged Concrete Beams Reinforced with GFRP Bars Using Modal Test Data

Authors

1 Department of Civil Engineering, University of Sistan and Baluchestan, Zahedan

2 Department of Civil Engineering, Ferdowsi University of Mashhad

3 Department of Civil Engineering, Alzahra University, Tehran

4 Department of Civil Engineering, University of Zabol

Keywords

References

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[4]        Baghiee, N., Esfahani, M. R., Moslem, K., "Studies on Damage and FRP Strengthening of Reinforced Concrete Beams by Vibration Monitoring", Engineering Structures, 2009, 31 (4), 875-893.
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[9]        Peterson, S. T. et al., "Application of Dynamic System Identification to Timber Beams", ASCE, Journal of Structural Engineering, 2001, 127 (4), 418-425.
[10]     Abdel Wahab, M., De Roeck, G., "Damage Detection in Bridges Using Modal Curvatures: Application to a Real Damage Scenario", Journal of Sound and Vibration, 1999, 226 (2), 217-235.
[11]     Goldfeld, Y., "Identification of the Stiffness Distribution in Statically Indeterminate Beams”, Journal of Sound and Vibration, 2007, 304, 918-931.
[12]     Esfahani, M. R., Kianoush, M. R., "Development / Splice Length of Reinforcing Bars", ACI Structural Journal, 2005, 102 (1), 22-30.
[13]     Agilent Technologies, "The Fundamentals of Modal Testing", Application Note 243-3, US, 56 pp, 2000.
Journal of Civil and Environmental Engineering
Volume 45.1, Issue 78 - Serial Number 78
Spring 2015
May 2015
Pages 65-77

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