Dynamic seismic analysis of bridge using response spectrum and time history methods

Authors

  • Marame Brinissat Széchenyi István University, Department of Mechatronics and Machine Design Egyetem tér 1, 9026 Győr, Hungary
  • Rajmund Kuti Széchenyi István University, Department of Mechatronics and Machine Design Egyetem tér 1, 9026 Győr, Hungary
  • Zouhir Louhibi Djillali Liabes University, Department of Civil Engineering Sidi Bel Abbes, 22000, Algeria

DOI:

https://doi.org/10.14513/actatechjaur.00595

Keywords:

response spectrum, plastic hinge, time history, artificial accelerograms

Abstract

Dynamic analysis is very important to better understand the performance of structural elements of a bridge. For this purpose, a seismic analysis of an Algerian highway bridge designed with the new Algerian seismic bridge regulation (RPOA -2008) was carried out using linear and nonlinear analyses. Therefore, response spectrum, time history analyses were performed to evaluate the seismic responses of the designed bridge. The performance of the designed bridge is assessed using 10 ground motion records. The proposed methodology allows an efficient comparison of the seismic response of the bridge in terms of base shear forces, bending moment and displacements. Finally, the paper concludes with a discussion of the specific outcomes.

Downloads

Download data is not yet available.

References

Y .Mehani,A. Kibboua et al , Seismic Performance Analysis Of An Irregular Existing Building Using The Future Seismic Code RPA 2018 And Non Linear Dynamic Analysis, in 10th International International Civil Engineering Conference ,Pakistan, 2019 [cited 2021-03-19]. URL https://www.researchgate.net/publication/331375552

O. K. Kegyes-Brassai, R. P. Ray, Earthquake Risk Assessment – Effect of a Seismic Event in a Moderate Seismic Area, Acta Technica Jaurinensis 9 (1) (2016) pp. 1–15. doi: https://doi.org/10.14513/actatechjaur.v9.n1.383

RPOA, Algerian seismic regulation code for bridge structures. Ministry of Public Works, Algeria, 2008, in French.

K. Huang, Minimum Number of Accelerograms for Time-History Analysis of Typical Highway Bridges, Master’s Thesis, Concordia University (2014) [cited 2021-03-19]. URL https://spectrum.library.concordia.ca/978808/1/Huang_MASc_F2014.pdf

IBC, The International Building Code, International Code Council, Virginia, USA, 2003.

K. Basil, EUROCODE 8 – PART 2. SEISMIC DESIGN OF BRIDGES. [cited 2021-03-19]. URL https://eurocodes.jrc.ec.europa.eu/doc/WS2008/Kolias_2008.pdf

SeismoArtif, Seismosoft Earthquake Engineering Software Solutions (2021) [cited 2021-03-19]. URL https://seismosoft.com/products/seismoartif/

E. L. Wilson, A. Der Kiureghian, E. P. Bayom, A Replacement for SSRS Method in Seismic Analysis, Earthquake Engineering and Structural Dynamics 9 (1981) pp. 187–192. doi: https://doi.org/10.1002/eqe.4290090207

E. L. Wilson, Static and Dynamic Analysis of Structures, Computers and Structures I (2009) [cited 2021-03-19]. URL http://www.gbv.de/dms/tib-ub-hannover/627175295.pdf

C. Menun, D. Kiureghian, A Replacement for the 30%, 40%, and SRSS Rules for Multicomponent Seismic Analysis, Earthquake Spectra 14 (1) (1998) pp. 153–163. doi: https://doi.org/10.1193/1.1585993

M. Priestley, F. Seible and G. Calvi, Seismic Design and Retrofit of Bridges (1996).

F. Cherifia, F. Taouche-Khelouia et al., Seismic Vulnerability of Reinforced Concrete Structures in Tizi-Ouzou City (Algeria), 1st International Conference on Structural Integrity (2015). doi: https://doi.org/10.1016/j.proeng.2015.08.037

F. F. Taucer, E. Spacone, F. C. Filippou, A Fiber Beam-Column Element for Seismic Response Analysis of Reinforced Concrete Structures (1991) [cited 2021-03-19]. URL http://dinochen.com/attachments/month_1407/k11.pdf

Downloads

Published

2021-03-22

How to Cite

Brinissat, M., Kuti, R., & Louhibi, Z. (2021). Dynamic seismic analysis of bridge using response spectrum and time history methods. Acta Technica Jaurinensis. https://doi.org/10.14513/actatechjaur.00595

Issue

Section

Research articles