0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

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

 Application of Pushover Analysis in Seismic Assessment of 50 years old Bridge
Author(s): , , ,
Presented at IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024, published in , pp. 201-208
DOI: 10.2749/sanjose.2024.0201
Price: € 25.00 incl. VAT for PDF document  
ADD TO CART
Download preview file (PDF) 0.69 MB

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 ...
Read more

Bibliographic Details

Author(s): (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: conference paper
Language(s): English
Conference: IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024
Published in:
Page(s): 201-208 Total no. of pages: 8
Page(s): 201-208
Total no. of pages: 8
DOI: 10.2749/sanjose.2024.0201
Abstract:

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.

Keywords:
bridge seismic assessment seismic demand pushover analysis capacity curves