Reliability-based fatigue assessment of existing steel bridges

Reliability-based fatigue assessment of existing steel bridges

Fatigue is among the most critical forms of deterioration damage that occurs tosteel bridges. It causes a decline of the safety level of bridges over time. Therefore,the performance of steel bridges, which may be seriously affected by fatigue, shouldbe assessed and predicted. There are several level...

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Bibliographic Details
Main Author: Wang, Ruoqi
Format: Others
Language:English
Published: KTH, Bro- och stålbyggnad 2020
Subjects:
Fatigue
steel bridges
reliability analysis
spatial correlation
risk analysis
Monte Carlo simulation
Utmattning
stålbroar
tillförlitlighet
rumslig korrelation
riskanalys
Monte Carlo-simulering
Civil Engineering
Samhällsbyggnadsteknik
Online Access:http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-281997
http://nbn-resolving.de/urn:isbn:978-91-7873-663-8

Internet

http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-281997
http://nbn-resolving.de/urn:isbn:978-91-7873-663-8

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