Technical Papers
Aug 5, 2019

Dynamic Assessment of Horizontally Curved Reinforced Concrete Box-Girder Bridges

Publication: Practice Periodical on Structural Design and Construction
Volume 24, Issue 4

Abstract

The dynamic characteristics of a reinforced concrete box-girder viaduct have been quantified through on-site dynamic testing. The results have been compared with the results of another set of tests carried out on the same bridge, 25 years ago. Both investigations, i.e., the old and the new ones, included ambient vibration testing as well as operational modal analysis. In the modal tests carried out previously, simple equipment utilizing a few uniaxial accelerometers had been employed repeatedly and the natural frequencies of the bridge had been extracted by simple peak-picking technique from the frequency response functions (FRF), while in the modal tests conducted recently more advanced triaxial accelerometers were used in a rather fine measurement grid and the dynamic characteristics of the bridge were determined by means of commonly used frequency domain decomposition (FDD) and enhanced frequency domain decomposition (EFDD) modal identification techniques. The paper highlights the actual dominant modes and the corresponding mode shapes and focuses on the changes in the natural frequencies and damping characteristics of the viaduct after 25 years. Supporting finite-element models of the bridge have been constructed and updated in accordance with the results of the modal tests. Through a parametric study, the effects of changes in influential variables such as the radius of curvature, the material properties of members (time dependent properties of concrete), the effective member sectional properties, and the shear stiffness of the elastomeric bridge bearings have also been investigated. Finally, a discussion has been provided to address the minimum sensor placement for possible permanent monitoring of such a bridge with sufficient accuracy.

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References

AASHTO. 2007. AASHTO LRFD bridge design specifications. 4th ed. Washington, DC: AASHTO.
Akbari, R., and S. Maalek. 2010. “Adequacy of the seismic analysis methods for single column bent viaducts considering regularity and higher modes effects.” J. Vibr. Control 16 (6): 827–852. https://doi.org/10.1177/1077546309103422.
Altunisik, A., A. Bayraktar, and B. Sevim. 2011. “Output-only system identification of posttensioned segmental concrete highway bridges.” J. Bridge Eng. 16 (2): 259–266. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000150.
Araujo, M., M. Marques, and R. Delgado. 2014. “Multidirectional pushover analysis for seismic assessment of irregular-in-plan bridges.” Eng. Struct. 79 (Nov): 375–389. https://doi.org/10.1016/j.engstruct.2014.08.032.
Cunha, A., and E. Caetano. 2006. “Experimental modal analysis of civil engineering structures.” Sound Vibr. 6 (40): 12–20.
Farrar, C. R., T. Duffey, P. J. Cornwell, and S. W. Doebling. 1999. “Excitation methods for bridge structures.” In Vol. 1 of Proc., 17th Int. Modal Analysis Conf., 1063–1068. Berlin: Society for Experimental Mechanics.
Gomez, H. C., P. J. Fanning, M. Q. Feng, and S. Lee. 2011. “Testing and long term monitoring of a curved concrete box girder bridge.” Eng. Struct. 33 (10): 2861–2869. https://doi.org/10.1016/j.engstruct.2011.05.026.
Gómez-Soberón, C., E. Pérez-Ortiz, and L. Gómez-Soberón. 2013. “Superstructure irregular effect on seismic bridge behavior.” In Proc., 2013 World Congress on Advances in Structural Engineering and Mechanics (ASEM13), 4163–4178. Daejeon, Korea: Techno-Press.
Gómez-Soberón, C., E. Pérez-Ortiz, G. S. L. Salas-Mengchúng, and L. Gómez-Soberón. 2014. “Parametric study of highway bridges with irregular substructures and superstructures.” In Proc., 7th Int. Conf. on Bridge Maintenance, Safety and Management (IABMAS 2014). Boca Raton, FL: CRC Press.
Harik, I. E., D. L. Allen, R. L. Street, M. Guo, R. C. Graves, J. Harison, and M. J. Gawry. 1997. “Free and ambient vibration of Brent-Spence bridge.” J. Struct. Eng. 123 (9): 1262–1268. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:9(1262).
Kalantari, H. 2003. “An investigation of the seismic behavior of reinforced concrete curved bridges considering the effects of elastomeric bearings.” M.Sc. thesis, School of Civil Engineering, Univ. of Tehran.
Maadani, S., R. Akbari, and S. Maalek. 2015. “Monitoring the dynamic characteristics of an urban bridge before, during and after widening.” Struct. Infrastruct. Eng. 11 (7): 944–956. https://doi.org/10.1080/15732479.2014.921827.
Maalek, S., R. Akbari, and S. Ziaei-Rad. 2010. “The effects of the repair operations and replacement of the elastomeric bearings on the modal characteristics of a highway bridge.” Struct. Infrastruct. Eng. 6 (6): 753–765. https://doi.org/10.1080/15732470802334829.
Møller, B., and A. Herlufsen. 2001. “Modal testing of mechanical structures subject to operational excitation forces.” In Proc., 19th Int. Modal Analysis Conf. Kissimmee, FL: IMAC, Society for Experimental Mechanics.
Rahimian, M. 1993. “Dynamic characteristics of a reinforced concrete curved-bridge by ambient vibration survey.” M.Sc. thesis, Dept. of Civil Engineering, Shiraz Univ.
Ren, W. X., X. L. Peng, and Y. Q. Lin. 2005. “Experimental and analytical studies on dynamic characteristics of a large span cable-stayed bridge.” Eng. Struct. 27 (4): 535–548. https://doi.org/10.1016/j.engstruct.2004.11.013.
Ubertini, F., C. Gentile, and A. L. Materazzi. 2013. “Automated modal identification in operational conditions and its application to bridges.” Eng. Struct. 46 (Jan): 264–278. https://doi.org/10.1016/j.engstruct.2012.07.031.
Wang, X., S. Kangas, D. Padur, X. Liu, J. A. Swanson, A. J. Helmicki, and V. J. Hunt. 2005. “Overview of a modal-based condition assessment procedure.” J. Bridge Eng. 10 (4): 460–467. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:4(460).
Wenzel, H. 2009. Health monitoring of bridges. Chichester, UK: Wiley.

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 24Issue 4November 2019

History

Received: Sep 25, 2018
Accepted: Apr 30, 2019
Published online: Aug 5, 2019
Published in print: Nov 1, 2019
Discussion open until: Jan 5, 2020

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Authors

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Senior Bridge and Structural Engineer, Road Maintenance and Transportation Organization, Dameshq, Valiasr, Tehran 14167-53941, Iran (corresponding author). ORCID: https://orcid.org/0000-0001-9435-3293. Email: [email protected]
Saeed Maadani
Assistant Professor, Dept. of Civil Engineering, Takestan Branch, Islamic Azad Univ., Takestan 34819-49479, Iran.
Shahrokh Maalek
Senior Lecturer, School of Civil Engineering, Univ. of Tehran, Tehran 11155-4563, Iran.

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