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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
Autor(en): , , ,
Beitrag für IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, veröffentlicht in , S. 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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Bibliografische Angaben

Autor(en): (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: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Veröffentlicht in:
Seite(n): 1437-1443 Anzahl der Seiten (im PDF): 7
Seite(n): 1437-1443
Anzahl der Seiten (im PDF): 7
DOI: 10.2749/ghent.2021.1437
Abstrakt:

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.

Stichwörter:
seismisches Verhalten nichtlineare Analyse
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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