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Repair project of a vehicular bridge damaged during the 2017 Puebla- Morelos earthquake: seismic evaluation

 Repair project of a vehicular bridge damaged during the 2017 Puebla- Morelos earthquake: seismic evaluation
Author(s): , , ,
Presented at IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, published in , pp. 1437-1443
DOI: 10.2749/ghent.2021.1437
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This paper shows the results of nonlinear analyses, static and dynamic, conducted on a vehicular bridge located in Mexico City. The main characteristics of the developed numerical model and the res...
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Bibliographic Details

Author(s): (Institute of Engineering, UNAM, México City, México)
(Institute of Engineering, UNAM, México City, México)
(Institute of Engineering, UNAM, México City, México)
(Institute of Engineering, UNAM, México City, México)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Published in:
Page(s): 1437-1443 Total no. of pages: 7
Page(s): 1437-1443
Total no. of pages: 7
DOI: 10.2749/ghent.2021.1437
Abstract:

This paper shows the results of nonlinear analyses, static and dynamic, conducted on a vehicular bridge located in Mexico City. The main characteristics of the developed numerical model and the results of the analysis, in terms of capacity curves, global and by element, are presented. Two repair cases were studied. The first one considers seismic restrainers, located at the bridge abutments, which can effectively limit the lateral movements. The second case considers reduced lateral restriction. The results show that the former case provides an adequate safety factor for the bridge, while the latter resulted in a marginal safety factor.

Keywords:
seismic behaviour structural health monitoring non-linear analysis Bridge seismic evaluation
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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