Παρακαλώ χρησιμοποιήστε αυτό το αναγνωριστικό για να παραπέμψετε ή να δημιουργήσετε σύνδεσμο προς αυτό το τεκμήριο:
https://hdl.handle.net/20.500.14279/2435| Τίτλος: | System reliability-based bridge assessment using the response surface method | Συγγραφείς: | Onoufriou, Toula Jo, SungIl Crocombe, Andrew D. |
metadata.dc.contributor.other: | Ονουφρίου, Τούλα | Λέξεις-κλειδιά: | Structural analysis (Engineering);Concrete bridges;Reliability | Ημερομηνία Έκδοσης: | 2005 | Πηγή: | 5th International Conference on Bridge Management, 2005, Guildford | Περίληψη: | 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 |
| Εμφανίζεται στις συλλογές: | Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation |
CORE Recommender
Όλα τα τεκμήρια του δικτυακού τόπου προστατεύονται από πνευματικά δικαιώματα