| Medium: |
conference paper |
| Language(s): |
English
|
| Conference: |
IABSE Symposium: Long Span Bridges, Istanbul, Turkey, 26-28 April 2023 |
| Published in: |
IABSE Symposium Istanbul 2023 |
|
Page(s):
|
294-299
|
Total no. of pages: |
6 |
|
|
Page(s):
|
294-299
|
| Total no. of pages: |
6 |
| Year: |
2023 |
| DOI: |
10.2749/istanbul.2023.0294 |
|
Abstract:
|
Dynamic analysis of the arch bridge is performed using time history of acceleration for the input motion. The prototype of the structure is a transport bridge in Bulgaria. Three real accelerograms of strong earthquakes with motion characteristics typical for the Balkan Peninsula region are considered. Finite element model of the structure and a body of ground and filling material is created by the Plaxis 2D software. Dashpots are applied as supports of the soil-structure system to simulate the infinite soil space in the numerical FE analysis. The Hardening-Soil-Small (HSsmall) constitutive model is used for describing the soil mechanical behaviour. This model handles a large number of material parameters and takes into account the degradation of the soil stiffness subjected to seismic loading. An additional viscose attenuation of 5% for the soil is introduced. Analysis and interpretation of the results are carried out.
|
|
Keywords:
|
arch bridge time-history analysis Time History Analysis finite element FE plane strain HSS model
|
