@inproceedings{20153101097440 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {Estimating the condition index of an existing bridge using a reliability-based deterioration model},
journal = {Proceedings, Annual Conference - Canadian Society for Civil Engineering},
author = {Ghodoosi, F. and Bagchi, A. and Zayed, T. and Zaki, A.R.},
volume = {3},
number = {January},
year = {2013},
pages = {2333 - 2343},
address = {Montreal, QC, Canada},
abstract = {In the existing bridge management systems, assessment of the structural behavior is based on the results of visual inspections in which corresponding condition states are assigned to individual elements. Therefore, limited attention is given to the correlation between bridge elements from structural perspective. A system reliability-based assessment model is potentially an appropriate replacement for the existing procedures. The aim of this research is to evaluate the system reliability of existing conventional Steel-Reinforced bridge decks over time. The developed method utilizes the reliability theory and evaluates the structural safety for such bridges based on their failure mechanisms. This method has been applied to a simply supported concrete bridge superstructures designed according to the Canadian Highway Bridge Design Code (CHBDC-S6) and the deterioration pattern is achieved based on the reliability estimates.Finally, the bridge condition index of an old bridge in Montr&eacute;al has been estimated using developed deterioration pattern. The results obtained from the developed reliability-based deterioration model and from the evaluation done by bridge engineers have been found to be in accordance.<br/> Copyright &copy; (2014) by the Society of Plastics Engineers.},
key = {Deterioration},
keywords = {Highway administration;Reliability theory;Highway bridges;Plastic products;Highway planning;},
note = {Bridge superstructure;Canadian highway bridge design codes;Conventional steel;Deterioration modeling;Failure mechanism;Limited attentions;Structural behaviors;System reliability;},
}

{"_id":"ycLYsSYz63ygwsDDC","bibbaseid":"ghodoosi-bagchi-zayed-zaki-estimatingtheconditionindexofanexistingbridgeusingareliabilitybaseddeteriorationmodel-2013","author_short":["Ghodoosi, F.","Bagchi, A.","Zayed, T.","Zaki, A."],"bibdata":{"bibtype":"inproceedings","type":"inproceedings","language":"English","copyright":"Compendex","title":"Estimating the condition index of an existing bridge using a reliability-based deterioration model","journal":"Proceedings, Annual Conference - Canadian Society for Civil Engineering","author":[{"propositions":[],"lastnames":["Ghodoosi"],"firstnames":["F."],"suffixes":[]},{"propositions":[],"lastnames":["Bagchi"],"firstnames":["A."],"suffixes":[]},{"propositions":[],"lastnames":["Zayed"],"firstnames":["T."],"suffixes":[]},{"propositions":[],"lastnames":["Zaki"],"firstnames":["A.R."],"suffixes":[]}],"volume":"3","number":"January","year":"2013","pages":"2333 - 2343","address":"Montreal, QC, Canada","abstract":"In the existing bridge management systems, assessment of the structural behavior is based on the results of visual inspections in which corresponding condition states are assigned to individual elements. Therefore, limited attention is given to the correlation between bridge elements from structural perspective. A system reliability-based assessment model is potentially an appropriate replacement for the existing procedures. The aim of this research is to evaluate the system reliability of existing conventional Steel-Reinforced bridge decks over time. The developed method utilizes the reliability theory and evaluates the structural safety for such bridges based on their failure mechanisms. This method has been applied to a simply supported concrete bridge superstructures designed according to the Canadian Highway Bridge Design Code (CHBDC-S6) and the deterioration pattern is achieved based on the reliability estimates.Finally, the bridge condition index of an old bridge in Montr&eacute;al has been estimated using developed deterioration pattern. The results obtained from the developed reliability-based deterioration model and from the evaluation done by bridge engineers have been found to be in accordance.<br/> Copyright &copy; (2014) by the Society of Plastics Engineers.","key":"20153101097440","keywords":"Highway administration;Reliability theory;Highway bridges;Plastic products;Highway planning;","note":"Bridge superstructure;Canadian highway bridge design codes;Conventional steel;Deterioration modeling;Failure mechanism;Limited attentions;Structural behaviors;System reliability;","bibtex":"@inproceedings{20153101097440 ,\nlanguage = {English},\ncopyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},\ncopyright = {Compendex},\ntitle = {Estimating the condition index of an existing bridge using a reliability-based deterioration model},\njournal = {Proceedings, Annual Conference - Canadian Society for Civil Engineering},\nauthor = {Ghodoosi, F. and Bagchi, A. and Zayed, T. and Zaki, A.R.},\nvolume = {3},\nnumber = {January},\nyear = {2013},\npages = {2333 - 2343},\naddress = {Montreal, QC, Canada},\nabstract = {In the existing bridge management systems, assessment of the structural behavior is based on the results of visual inspections in which corresponding condition states are assigned to individual elements. Therefore, limited attention is given to the correlation between bridge elements from structural perspective. A system reliability-based assessment model is potentially an appropriate replacement for the existing procedures. The aim of this research is to evaluate the system reliability of existing conventional Steel-Reinforced bridge decks over time. The developed method utilizes the reliability theory and evaluates the structural safety for such bridges based on their failure mechanisms. This method has been applied to a simply supported concrete bridge superstructures designed according to the Canadian Highway Bridge Design Code (CHBDC-S6) and the deterioration pattern is achieved based on the reliability estimates.Finally, the bridge condition index of an old bridge in Montr&eacute;al has been estimated using developed deterioration pattern. The results obtained from the developed reliability-based deterioration model and from the evaluation done by bridge engineers have been found to be in accordance.<br/> Copyright &copy; (2014) by the Society of Plastics Engineers.},\nkey = {Deterioration},\nkeywords = {Highway administration;Reliability theory;Highway bridges;Plastic products;Highway planning;},\nnote = {Bridge superstructure;Canadian highway bridge design codes;Conventional steel;Deterioration modeling;Failure mechanism;Limited attentions;Structural behaviors;System reliability;},\n} \n\n\n","author_short":["Ghodoosi, F.","Bagchi, A.","Zayed, T.","Zaki, A."],"id":"20153101097440","bibbaseid":"ghodoosi-bagchi-zayed-zaki-estimatingtheconditionindexofanexistingbridgeusingareliabilitybaseddeteriorationmodel-2013","role":"author","urls":{},"keyword":["Highway administration;Reliability theory;Highway bridges;Plastic products;Highway planning;"],"metadata":{"authorlinks":{}}},"bibtype":"inproceedings","biburl":"https://bibbase.org/network/files/m3A3cns49MKmeRzt5","dataSources":["6bQoEjmiPcFP9pfsZ","6Aw5QAtT2yLJ3d2JP","qBPxBjrzghRQ4Wzbf","EnwwBMFxopKkypo2f","8uWbXNBCDiEboMj8h"],"keywords":["highway administration;reliability theory;highway bridges;plastic products;highway planning;"],"search_terms":["estimating","condition","index","existing","bridge","using","reliability","based","deterioration","model","ghodoosi","bagchi","zayed","zaki"],"title":"Estimating the condition index of an existing bridge using a reliability-based deterioration model","year":2013}