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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 Symposium: Synergy of Culture and Civil Engineering – History and Challenges, Wrocław, Poland, 7-9 October 2020, veröffentlicht in , S. 749-756
DOI: 10.2749/wroclaw.2020.0749
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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):



Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Synergy of Culture and Civil Engineering – History and Challenges, Wrocław, Poland, 7-9 October 2020
Veröffentlicht in:
Seite(n): 749-756 Anzahl der Seiten (im PDF): 8
Seite(n): 749-756
Anzahl der Seiten (im PDF): 8
Jahr: 2020
DOI: 10.2749/wroclaw.2020.0749
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 cases were studied. The first one considers that the seismic restrainers, located at the bridge abutments, can effectively limit the lateral movements; while the other case considers poor lateral restriction. The results show that the first case provides an adequate safety factor for the bridge, while the second case resulted in a marginal safety factor.

Stichwörter:
seismisches Verhalten nichtlineare Analyse