Bridge Monitoring to Allow for Reliable Dynamic FE Modelling : A Case Study of the New Årsta Railway Bridge
Today’s bridge design work in many cases demands a trustworthy dynamic analysis instead of using the traditional dynamic amplification factors. In this thesis a reliable 3D Bernoulli-Euler beam finite element model of the New Årsta Railway Bridge was prepared for thorough dynamic analysis using in s...
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| Format: | Others |
| Language: | English |
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KTH, Bro- och stålbyggnad (byte av engelskt namn 20110630)
2006
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3897 |