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https://hdl.handle.net/20.500.14279/2435| Title: | System reliability-based bridge assessment using the response surface method | Authors: | Onoufriou, Toula Jo, SungIl Crocombe, Andrew D. |
metadata.dc.contributor.other: | Ονουφρίου, Τούλα | 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. | Type: | Conference Papers | Affiliation: | University of Surrey |
| Appears in Collections: | Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation |
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