Train Induced Vibration Analysis of an End-frame Bridge : Numerical Analysis on Sidensjövägen

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...

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Bibliographic Details
Main Authors: Wiberg, Niklas, Halilovic, Jasmin
Format: Others
Language:English
Published: KTH, Bro- och stålbyggnad 2018
Subjects:
Accelerations
Dynamics
End-frame bridge
FE-modeling
Frequency response function
High-speed railway
Soil structure interaction
Train induced vibrations
2D & 3D
Infrastructure Engineering
Infrastrukturteknik
Online Access:http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231911

Internet

http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231911

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