Application of Pushover Analysis in Seismic Assessment of 50 years old Bridge
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Détails bibliographiques
| Auteur(s): |
Ana Mandić Ivanković
(University of Zagreb Faculty of Civil Engineering, Zagreb, Croatia)
Mladen Srbić (University of Zagreb Faculty of Civil Engineering, Zagreb, Croatia) Dominik Skokandić (University of Zagreb Faculty of Civil Engineering, Zagreb, Croatia) Petra Friedl (Eiffage Infrastructures, Vélizy-Villacoublay, France) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024 | ||||
| Publié dans: | IABSE Congress San José 2024 | ||||
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| Page(s): | 201-208 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/sanjose.2024.0201 | ||||
| Abstrait: |
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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| Mots-clé: |
pont
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