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|Title:||System reliability-based bridge assessment using the response surface method||Authors:||Onoufriou, Toula
Crocombe, Andrew D.
|Keywords:||Structural analysis (Engineering);Concrete bridges;Reliability||Issue Date:||2005||Source:||5th International Conference on Bridge Management, 2005, Guildford||Abstract:||The resistance response surface method (RSM) is known to be a powerful tool for the evaluation of failure probability of complex structures such as bridges. The resistance RSM is addressed in detail in this paper. Loading models for the reliability-based bridge assessment were also addressed. Some assumptions on the traffic loading were made in order to simplify the loading conditions. An actual UK bridge was used as a numerical example. Reliability analyses show that the reliability of a bridge model is dominated mainly by the reliability for a two-lane loading case.||URI:||http://ktisis.cut.ac.cy/handle/10488/7348||Type:||Conference Papers|
|Appears in Collections:||Δημοσιεύσεις σε συνέδρια/Conference papers|
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