Evaluation of 3D dynamic effects induced by high-speed trains on double-track slab bridges
In addition to a static design, a dynamic analysis has to be performed for bridges for which the maximum permissible train speed exceeds 200 km/h. This analysis requires a lot of computing time, for this reason Svedholm and Andersson (2016) have developed a simple tool describing the relationship be...
| Main Authors: | , |
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| Format: | Others |
| Language: | English |
| Published: |
KTH, Bro- och stålbyggnad
2016
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| Subjects: | |
| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-188850 |