Train Induced Vibration Analysis of an End-frame Bridge : Numerical Analysis on Sidensjövägen
Higher speeds and higher capacity will cause the Swedish rail network to be exposed to disturbing dynamic effects. Higher speeds cause higher vertical acceleration levels of the bridge deck. In this thesis, a numerical analysis of a three span end-frame bridge subjected to train induced vibrations i...
| Main Authors: | , |
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| Format: | Others |
| Language: | English |
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KTH, Bro- och stålbyggnad
2018
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| Subjects: | |
| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231911 |