journal article·2018-11-01

Effect of Fiber-Reinforced Polymer Strengthening on Dynamic Characteristics of Reinforced Concrete Frame Using Model Updating

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ACI Structural Journal· Volume 115· Issue 6
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis · Concrete Corrosion and Durability

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References (21)

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1. Torres, W.; Almazán, J. L.; Sandoval, C.; and Boroschek, R., “Operational Modal Analysis and FE Model Updating of the Metropolitan Cathedral of Santiago, Chile,” Engineering Structures, V. 143, 2017, pp. 169-188. doi: 10.1016/j.engstruct.2017.04.00810.1016/j.engstruct.2017.04.008 ↗
2. Ren, W.-X.; Peng, X.-L.; and Lin, Y.-Q., “Experimental and Analytical Studies on Dynamic Characteristics of a Large Span Cable-Stayed Bridge,” Engineering Structures, V. 27, No. 4, 2005, pp. 535-548. doi: 10.1016/j.engstruct.2004.11.01310.1016/j.engstruct.2004.11.013 ↗
3. Binda, L., and Saisi, A., “Knowledge of the Building, on Site Investigation and Connected Problems,” Eurocode 8 Perspectives from the Italian Standpoint Workshop, E. Cosenza, ed., Napoli, Italy, 2009, pp. 213-224.
4. Ribeiro, D.; Calçada, R.; Delgado, R.; Brehm, M.; and Zabel, V., “Finite Element Model Updating of a Bowstring-Arch Railway Bridge Based on Experimental Modal Parameters,” Engineering Structures, V. 40, 2012, pp. 413-435. doi: 10.1016/j.engstruct.2012.03.01310.1016/j.engstruct.2012.03.013 ↗
5. Zapico, J. L.; Gonzalez, M. P.; Friswell, M. I.; Taylor, C. A.; and Crewe, A. J., “Finite Element Model Updating of a Small-Scale Bridge,” Journal of Sound and Vibration, V. 268, No. 5, 2003, pp. 993-1012. doi: 10.1016/S0022-460X(03)00409-710.1016/S0022-460X(03)00409-7 ↗
6. Chen, X.; Omenzetter, P.; and Beskhyroun, S., “Calibration of the Finite Element Model of a Twelve-Span Prestressed Concrete Bridge Using Ambient Vibration Data,” 7th European Workshop on Structural Health Monitoring, Nantes, France, 2014, pp. 1388-1395.
7. Zordan, T.; Briseghella, B.; and Liu, T., “Finite Element Model Updating of a Tied-Arch Bridge Using Douglas-Reid Method and Rosenbrock Optimization Algorithm,” Journal of Traffic and Transportation Engineering, V. 1, No. 4, 2014, pp. 280-292.10.1016/S2095-7564(15)30273-7 ↗
8. Wu, J. R., and Li, Q. S., “Finite Element Model Updating for a High-Rise Structure Based on Ambient Vibration Measurements,” Engineering Structures, V. 26, No. 7, 2004, pp. 979-990. doi: 10.1016/j.engstruct.2004.03.00210.1016/j.engstruct.2004.03.002 ↗
9. Skolnik, D.; Yu, E.; Wallace, J.; and Taciroglu, E., “Modal System Identification and Finite Element Model Updating of a 15-Story Building Using Earthquake and Ambient Vibration Data,” SEI2007, Structural Engineering Institute, May 16-19, 2007, pp. 1-14.10.1061/40944(249)74 ↗
10. Gentile, C., and Saisi, A., “Ambient Vibration Testing of Historic Masonry Tower for Structural Identification and Damage Assessment,” Construction and Building Materials, V. 21, No. 6, 2007, pp. 1311-1321. doi: 10.1016/j.conbuildmat.2006.01.00710.1016/j.conbuildmat.2006.01.007 ↗
11. Foti, D.; Diaferio, M.; Giannoccaro, N. I.; and Mongelli, M., “Ambient Vibration Testing, Dynamic Identification and Model Updating of a Historic Tower,” NDT&E International, V. 47, 2012, pp. 88-95. doi: 10.1016/j.ndteint.2011.11.00910.1016/j.ndteint.2011.11.009 ↗
12. Altunışık, A. C.; Adanur, S.; Genç, A. F.; Günaydin, M.; and Okur, F. Y., “Non-Destructive Testing of an Ancient Masonry Bastion,” Journal of Cultural Heritage, V. 22, 2016, pp. 1049-2015. doi: 10.1016/j.culher.2016.05.00810.1016/j.culher.2016.05.008 ↗
13. Lacanna, G.; Ripepe, M.; Marchetti, E.; Coli, M.; and Garzonio, C. A., “Dynamic Response of the Baptistery of San Giovanni in Florence, Italy, Based on Ambient Vibration Test,” Journal of Cultural Heritage, V. 20, 2016, pp. 632-640. doi: 10.1016/j.culher.2016.02.00710.1016/j.culher.2016.02.007 ↗
14. Faroz, S. A.; Pujari, N. N.; and Ghosh, S., “Reliability of a Corroded RC Beam Based on Bayesian Updating of the Corrosion Model,” Engineering Structures, V. 126, 2016, pp. 457-468. doi: 10.1016/j.engstruct.2016.08.00310.1016/j.engstruct.2016.08.003 ↗
15. Park, H. S.; Kim, Y.; and Oh, B. K., “A Model Updating Method with Strain Measurement from Impact Test for the Safety of Steel Frame Structures,” Measurement, V. 102, 2017, pp. 220-229. doi: 10.1016/j.measurement.2017.02.01310.1016/j.measurement.2017.02.013 ↗
16. Pedram, M.; Esfandiari, A.; and Khedmati, M. R., “Damage Detection by a FE Model Updating Method Using Power Spectral Density: Numerical and Experimental Investigation,” Journal of Sound and Vibration, V. 397, 2017, pp. 51-76. doi: 10.1016/j.jsv.2017.02.05210.1016/j.jsv.2017.02.052 ↗
17. PULSE, “Analyzers and Solutions,” Release 11.2. Bruel and Kjaer, Sound and Vibration Measurement A/S, Denmark.
18. OMA, “Operational Modal Analysis, Release 4.0,” Structural Vibration Solution A/S, Denmark, 2006.
19. ANSYS, Swanson Analysis System, Canonsburg, PA.
20. DDS, “Dynamic Design Solutions,” FEMtools Model Updating Theoretical Manual, Version 3.8, Leuven, Belgium.
21. BASF, The Chemical Company, Ludwigshafen, Germany, 2016.