Abstract
Adequacy of the Eurocode’s partial factor for fatigue design of steel joints in railway bridges is investigated in this study. The main uncertain parameters on the load side of the limit state function are studied and their influences on the reliability index are investigated through a sensitivity analysis.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019 |
| Editors | B. De Pauw, D. Leonetti, H.H. Snijder, B. De Pauw |
| Publisher | Belgian and Dutch National Groups of IABSE |
| Pages | 36-37 |
| Number of pages | 2 |
| ISBN (Electronic) | 9789038647302 |
| Publication status | Published - 2019 |
| Event | Belgian-Dutch National Groups of IABSE Young Engineers Colloquium 2019, YEC 2019 - Eindhoven, Netherlands Duration: 15 Mar 2019 → 16 Mar 2019 |
Conference
| Conference | Belgian-Dutch National Groups of IABSE Young Engineers Colloquium 2019, YEC 2019 |
|---|---|
| Abbreviated title | YEC2019 |
| Country/Territory | Netherlands |
| City | Eindhoven |
| Period | 15/03/19 → 16/03/19 |
Keywords
- Fatigue
- Partial factor
- Reliability analysis
- Steel Railway Bridge