| Medium: |
Tagungsbeitrag |
| Sprache(n): |
Englisch
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| Tagung: |
IABSE Symposium: Long Span Bridges, Istanbul, Turkey, 26-28 April 2023 |
| Veröffentlicht in: |
IABSE Symposium Istanbul 2023 |
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Seite(n):
|
294-299
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Anzahl der Seiten (im PDF): |
6 |
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|
Seite(n):
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294-299
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| Anzahl der Seiten (im PDF): |
6 |
| Jahr: |
2023 |
| DOI: |
10.2749/istanbul.2023.0294 |
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Abstrakt:
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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.
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Stichwörter:
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Bogenbrücke Zeitschrittanalyse finites Element
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