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Application of Pushover Analysis in Seismic Assessment of 50 years old Bridge

 Application of Pushover Analysis in Seismic Assessment of 50 years old Bridge
Autor(en): , , ,
Beitrag für IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024, veröffentlicht in , S. 201-208
DOI: 10.2749/sanjose.2024.0201
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This paper presents the application of the nonlinear static pushover method in the seismic assessment of an existing 50-year-old bridge in Croatia. The paper describes the implementation procedure ...
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Bibliografische Angaben

Autor(en): (University of Zagreb Faculty of Civil Engineering, Zagreb, Croatia)
(University of Zagreb Faculty of Civil Engineering, Zagreb, Croatia)
(University of Zagreb Faculty of Civil Engineering, Zagreb, Croatia)
(Eiffage Infrastructures, Vélizy-Villacoublay, France)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024
Veröffentlicht in:
Seite(n): 201-208 Anzahl der Seiten (im PDF): 8
Seite(n): 201-208
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/sanjose.2024.0201
Abstrakt:

This paper presents the application of the nonlinear static pushover method in the seismic assessment of an existing 50-year-old bridge in Croatia. The paper describes the implementation procedure of the pushover method and its theoretical background. The conclusion on the seismic performance of the bridge is based on the differences between the results of the bridge design according to the old and the new regulations and on the comparison of the capacity curves with the current seismic demand according to the valid Eurocode.

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