Please use this identifier to cite or link to this item: https://dspace.ctu.edu.vn/jspui/handle/123456789/98778
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dc.contributor.authorNguyen, Duy D-
dc.contributor.authorLieu, Qui X-
dc.date.accessioned2024-04-05T13:44:02Z-
dc.date.available2024-04-05T13:44:02Z-
dc.date.issued2024-
dc.identifier.issn2734-9888-
dc.identifier.urihttps://dspace.ctu.edu.vn/jspui/handle/123456789/98778-
dc.description.abstractIn this paper, a damage detection methodology for steel frame structures under fire load using time-history acceleration and machine learning (ML) is proposed. A randomly created dataset by finite element analysis (FEA) is utilized to develop deep neural networks (DNNs). In which, the inputs of the model are the time-dependent acceleration at limited degrees of freedom (DOFs) of a steel frame structure, while the outputs are damage ratios of frame members. The damage ratio of damage elements is defined by the reduction of material Young’s modulus. The accuracy of DNNs is continuously upgraded by eradicating low-risk members after each iteration via a damage thresshold. A planar frame including damage detection scenarios with and without the fire effect programmed by Python are tested to confirm the validity of the proposed paradigm.vi_VN
dc.language.isoenvi_VN
dc.relation.ispartofseriesTạp chí Xây dựng;Số 669 .- Tr.136-140-
dc.subjectDamage detectionvi_VN
dc.subjectFrame structuresvi_VN
dc.subjectFirevi_VN
dc.subjectTime-series accelerationvi_VN
dc.subjectMachine learning (ML)vi_VN
dc.subjectPythonvi_VN
dc.titleDamage detection of steel frames under fire using time-series acceleration and machine learning = Chẩn đoán hư hỏng khung thép chịu lửa sử dụng chuỗi gia tốc và học máyvi_VN
dc.typeArticlevi_VN
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