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dc.contributor.authorWei Wang
dc.contributor.authorPeng Shi
dc.contributor.authorHonghu Chu
dc.contributor.authorLu Deng
dc.contributor.authorBanfu Yan
dc.date.accessioned2022-01-30T22:41:41Z
dc.date.available2022-01-30T22:41:41Z
dc.date.issued1/1/2021
dc.identifier.other(ASCE)BE.1943-5592.0001655.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269427
dc.description.abstractAccurately obtaining the stress of steel components is of great importance for the condition assessment of civil structures. Currently, methods for structure stress detection have some drawbacks such as the capability of obtaining structural stress increment rather than the total stress, causing structural damage, and high cost. To overcome these drawbacks, a deep learning framework for total stress detection of steel components is proposed and its feasibility is illustrated with an example. First, the adopted deep neural network is briefly introduced, followed by the introduction of the dataset preparation. In order to maximize the stress detection accuracy, parameter analysis was conducted and the mean average precision achieved by the well-trained model for detection of the stresses under consideration is 89.67%. The robustness of the trained model was further examined and the procedures for application of the proposed approach were summarized. The presented method provides a new idea to detect the total stress of structure components that is difficult to obtain with a traditional sensor-based method.
dc.publisherASCE
dc.titleDeep Learning Framework for Total Stress Detection of Steel Components
dc.typeJournal Paper
dc.journal.volume26
dc.journal.issue1
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0001655
dc.journal.fristpage04020113
dc.journal.lastpage04020113-11
dc.page11
dc.treeJournal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 001
dc.contenttypeFulltext


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