Probabilistic modelling of bridge safety based on damage indicators
Files in This Item:
|PROCEDIA_BDB2016_Heitner_rev.pdf||656.27 kB||Adobe PDF||Download|
|Title:||Probabilistic modelling of bridge safety based on damage indicators||Authors:||Heitner, Barbara
O'Brien, Eugene J.
|Permanent link:||http://hdl.handle.net/10197/7997||Date:||1-Oct-2016||Abstract:||This paper introduces the various aspects of bridge safety models. It combines the different models of load and resistance involving both deterministic and stochastic variables. The actual safety, i.e. the probability of failure, is calculated using Monte Carlo simulation and accounting for localized damage of the bridge. A possible damage indicator is also presented in the paper and the usefulness of updating the developed bridge safety model, with regards to the damage indicator, is examined.||Funding Details:||European Commission Horizon 2020||Type of material:||Conference Publication||Publisher:||Elsevier||Volume:||156||Copyright (published version):||2016 the Authors||Keywords:||Reliability; Safety; Probabilistic; Bridges; Bayesian updating; Damage indicator||DOI:||10.1016/j.proeng.2016.08.279||Language:||en||Status of Item:||Peer reviewed||Conference Details:||The 9th International Conference on Bridges in Danube Basin: New Trenda in Bridge Engineering and Efficient Solution for Large and Medium Bridges 2016, Žilina, Slovakia, 30 September - 1 October 2016|
|Appears in Collections:||Civil Engineering Research Collection|
TRUSS-ITN Research Collection
Show full item record
This item is available under the Attribution-NonCommercial-NoDerivs 3.0 Ireland. No item may be reproduced for commercial purposes. For other possible restrictions on use please refer to the publisher's URL where this is made available, or to notes contained in the item itself. Other terms may apply.