.png){kind=icon}
.png){kind=icon}
Return
Evaluation of the safety ratio in the Eurocode for deck acceleration limit on ballasted railway bridges
.png){kind=icon}
OA
AI
G
P
C
A
R
DOI：10.1016/j.strusafe.2026.102717.png)
.png){kind=icon}
.png){kind=icon}
Share.png){kind=icon}
Save
Abstract
En 中文
• The safety ratio associated with deck acceleration limit can be set lower than 2.0. • The provided design scenarios clarify the EN 1991-2 requirements. • An efficient methodology to calculate critical speeds is introduced.
Keywords:
Ballasted railway bridge
Eurocode
Deck acceleration
Safety ratio
Subset simulation
AI Summary
Key information extracted from the uploaded paper, including a brief overview, abstract, background, key highlights, visual analysis, and future outlook.
Journal
IF:
6.3
Papers:
1.4K
Citations:
7.0K
Organization
Cited Papers