Soil-Structure Interaction Analysis of Portal Frame Railway Bridges : Numerical Analysis of Two Case Study Bridges

This thesis concerns dynamic Soil-Structure Interaction (SSI) analysis of portal framerailway bridges. Dynamic problems are common for bridges used for high speedrailway traffic. The passing trains induce harmonic loads on the bridges causingvibration amplitudes that may cause damage to the bridge s...

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Bibliographic Details
Main Authors: Sandqvist, Nils, Milicevic, Marko
Format: Others
Language:English
Published: KTH, Bro- och stålbyggnad 2020
Subjects:
Online Access:http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-289329