Investigation of seismic performance for arch bridges with overpass box deck with and without LRB seismic isolator

Document Type : Original Article

Authors

1 Msc, Department of Civil Engineering, University of Zabol, Zabol, Iran

2 Assistant Professor, Department of Civil Engineering, University of Zabol , Zabol, Iran

3 Assistant Professor, Faculty of Civil Engineering, Shahrood University of Technology, Iran

4 Assistant Professor, Department of Civil Engineering, University of Zabol, Zabol, Iran

Abstract

Most of the bridges in the world are generally designed and built according to the old criteria and regulations, These bridges should be subjected to seismic improvement studies and strengthen with appropriate method if needed. One of the practical methods for assessing the performance of a structure under different levels of seismic hazard is the fragility models, which are presented as fragility curves. The fragility curve expresses the conditional probability of reaching or exceeding a limit state as a function of ground motion parameters and the probabilistic method is also used to consider the different states and uncertainties that affect structures and earthquakes.Boxed cross-section arch bridges have good mechanism for bearing vertical loads due to stability and proper distribution of gravity loads. LRB seismic isolation systems are used to improve the seismic performance of the bridge. This study investigates the seismic behavior of the Nanin Bridge Arc Case in Switzerland, which has a cross-section overpass deck with a LRB Then, by evaluating the structural response states and the capacity of the members. Examination of the results of the seismic response of this structure as well as the probability functions of the frailty curve in different situations showed that the use of this system resulted in a significant reduction in the amount of earthquake damage at all levels of failure in foundation. With the use of Rubber lead seismic isolator, displacement of the structural base, the likelihood of base failure and base shear has been greatly reduced and due to the use of maximum member capacity and reduced member dimensions as well as a significant reduction in the amount of financial damage the system has also benefited.

Keywords

Main Subjects

References

  1. Guo, J., Zhong, J., Dang, X. and Yuan, W., "Influence of multidirectional cable restrainer on seismic fragility of a curved bridge", Journal of Bridge Engineering, Vol. 24, No. 3, (2019), 04019001.
  2. Jeon, J.-S., Mangalathu, S. and Lee, S.-Y., "Seismic fragility curves for california concrete bridges with flared two-column bents", Bulletin of earthquake engineering, Vol. 17, No. 7, (2019), 4299-4319.
  3. Jeon, J.-S., Mangalathu, S., Song, J. and Desroches, R., "Parameterized seismic fragility curves for curved multi-frame concrete box-girder bridges using bayesian parameter estimation", Journal of Earthquake Engineering, Vol. 23, No. 6, (2019), 954-979.
  4. Sarraf Shirazi, R., Pekcan, G. and Itani, A., "Analytical fragility curves for a class of horizontally curved box-girder bridges", Journal of Earthquake Engineering, Vol. 22, No. 5, (2018), 881-901.
  5. Nielson, B.G. and DesRoches, R., "Seismic fragility methodology for highway bridges using a component level approach", Earthquake Engineering & Structural Dynamics, Vol. 36, No. 6, 823-839.(2007)
  6. Baker, J.W., Lin, T., Shahi, S.K. and Jayaram, N., "New ground motion selection procedures and selected motions for the peer transportation research program", PEER report, Vol. 3, No.,(2011).
  7. Tavares, D., Suescun, J., Paultre, P. and Padgett, J., "Seismic fragility of a highway bridge in quebec", Journal of Bridge Engineering, Vol. 18, No. 11, 1131-1139.(2013)
  8. M. Sharbafiyan and A. karamodin, "Probabilistic assessment of seismic vulnerability of reinforced concrete box deck bridges with irregularity of base height and middle seam", in 12th National Congress on Civil Engineering. Vol., No. Issue, (2020).
  9. A. Tajmalian and Sh. Yazdiyan, "Evaluation of seismic fragility of steel structures isolated with frictional pendulum separators under remote field earthquakes", Journal of Structural and Construction Engineering (JSCE), Vol. 7, No. 295-114.
  10. sh. khosravi, M. Yousefi and M. goudarzi, "Development of seismic fragility curves of cylindrical concrete tanks using nonlinear analysis", Amirkabir Journal of Civil Engineering, Vol. 53, No. 15-5 (2021).
  11. Rezaei, H., Arabestani, S., Akbari, R., & Noroozinejad Farsangi, E). The effects of earthquake incidence angle on the seismic fragility of reinforced concrete box-girder bridges of unequal pier heights. Structure and Infrastructure Engineering, 18(2), 278-293 (2022).
  12. Pouraminian, M., Pourbakhshian, S., Farsangi, E. N., Berenji, S., Borujeni, S. K., Asl, M. M., & Hosseini, M. M Reliability-based safety evaluation of the BISTOON historic masonry arch bridge. Civil and Environmental Engineering Reports, 30(1), 87-110 .(2020)
  13. Ramanathan, K.N., "Next generation seismic fragility curves for california bridges incorporating the evolution in seismic design philosophy, Georgia Institute of Technology, (2012).
  14. Salonga, J.A., "Innovative systems for arch bridges using ultra high-performance fibre-reinforced concrete, University of Toronto (Canada), (2010).
  15. Specifications, A.L.B.D., "1st, 2nd and 3rd ed", American Association of State Highway and Transportation Officials, Washington, DC.[4] AASHTO Standard Specifications for Highway Bridges. 16thand 17th Ed., American Association of State Highway and Transportation Officials, Washington, DC, Vol., No., (1989).
  16. Transportation Systems, Pacific Earthquake Engineering Research Center.” [Online]. Available: https://peer.berkeley.edu/research/transportation-systems. [Accessed: 04-Nov-](2019).
  17. A. Naseri, Hossein. Pahlavan and Gh. Ghodrati Amiri, "Probabilistic seismic assessment of rc frame structures in north of iran using fragility curves", Journal of Structural and Construction Engineering (JSCE), Vol. 4, No. 14, (1396).
  18. A. Gholizadeh, Sh. Mostajabaldahve and Malek, S., "Study of static and dynamic behavior of a sample of steel arch bridges with box cross section and high-pass deck", in 2nd International & 6th National Conference on Earthquake and Structural 1394. Vol., No. Issue, (1394 of Conference).
  19. Department of Homeland Security and Federal Emergency Management Agency, “Multi-hazard Loss Estimation Methodology Earthquake: Hazus -MH MR5,” 2011.
  20. H. Pahlavan, B. Zakeri, G. G. Amiri, and M. Shaianfar, “Probabilistic Vulnerability Assessment of Horizontally Curved Multiframe RC Box-Girder Highway Bridges,” J. Perform. Constr. Facil., vol. 30, no. 3, Jun. 2015.

Files

History

  • Receive Date: 24 December 2021
  • Revise Date: 06 June 2022
  • Accept Date: 14 July 2022

Share

How to cite

Statistics