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dc.contributor.authorJaeho Lee
dc.contributor.authorHong Guan
dc.contributor.authorYew-Chaye Loo
dc.contributor.authorMichael Blumenstein
dc.date.accessioned2017-05-08T22:15:30Z
dc.date.available2017-05-08T22:15:30Z
dc.date.copyrightSeptember 2014
dc.date.issued2014
dc.identifier.other40012430.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/75368
dc.description.abstractA reliable deterioration model is essential in bridge asset management. Most deterioration modeling requires a large amount of well-distributed condition rating data along with all bridge ages to calculate the probability of condition rating deterioration. This means that the model can only function properly when a full set of data is available. To overcome this shortcoming, an improved artificial intelligence (AI)-based model is presented in this study to effectively predict long-term deterioration of bridge elements. The model has four major components: (1) categorizing bridge element condition ratings; (2) using the neural network-based backward prediction model (BPM) to generate unavailable historical condition ratings for applicable bridge elements; (3) training by an Elman neural network (ENN) for identifying historical deterioration patterns; and (4) using the ENN to predict long-term performance. The model has been tested using bridge inspection records that demonstrate satisfactory results. This study primarily focuses on the establishment of a new methodology to address the research problems identified. A series of case studies, hence, need to follow to ensure the method is appropriately developed and validated.
dc.publisherAmerican Society of Civil Engineers
dc.titleDevelopment of a Long-Term Bridge Element Performance Model Using Elman Neural Networks
dc.typeJournal Paper
dc.journal.volume20
dc.journal.issue3
dc.journal.titleJournal of Infrastructure Systems
dc.identifier.doi10.1061/(ASCE)IS.1943-555X.0000197
dc.treeJournal of Infrastructure Systems:;2014:;Volume ( 020 ):;issue: 003
dc.contenttypeFulltext


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