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| Location |
Upper Austria, Austria |
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| Client |
ÖBB – Infrastruktur Bau |
| Date |
2006 - 2007 |
| Services |
Structural assessment of existing bridge
objects after increasing the driving speed |
| Description |
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For this railway line an increase
of train velocity was proposed. The existing bridge structures
along this line had to be checked with regards to the additional
loadings resulting predominately from dynamic effects due to the
increased train speed. For this investigation the relevant TSI
standards were utilised including the standard train configurations
as outlined in the Eurocode plus three other train configurations.
The individual bridge structures on this line were checked and
recommendations were given for some of them with regards to the
necessity of structural improvement.
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Vertical acceleration of a bridge after train crossing
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Eigenmode of the bridge
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Comparison of bending moments |
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