Please use this identifier to cite or link to this item: https://dspace.ctu.edu.vn/jspui/handle/123456789/92196
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dc.contributor.authorLe, Hai Chau-
dc.date.accessioned2023-10-04T08:24:52Z-
dc.date.available2023-10-04T08:24:52Z-
dc.date.issued2023-
dc.identifier.issn2734-9888-
dc.identifier.urihttps://dspace.ctu.edu.vn/jspui/handle/123456789/92196-
dc.description.abstractThis paper presents the finite element algorithm and results on dynamic response of cracked plate structure an elastic foundation subjected to moving oscillator with a constant velocity and any motion orbit. The response to a single moving oscillator is first investigated and then the effects of crack, velocity, elastic foundation stiffness, and stiffness of the spring of moving oscillator are studied. Results indicate that the number of crack and the foundation stiffness and the velocity of the oscillator moving have significant effects on the dynamic response of the cracked plates.vi_VN
dc.language.isovivi_VN
dc.relation.ispartofseriesTạp chí Xây dựng Việt Nam;Số 662 .- Tr.51-57-
dc.subjectDynamicvi_VN
dc.subjectCracked platevi_VN
dc.subjectFoundationvi_VN
dc.subjectMoving oscillatorvi_VN
dc.subjectFinite element methodvi_VN
dc.titleDynamic analysis of cracked plate on elastic foundation subjected to moving oscillator by finite element method = Phân tích động lực học tấm có vết nứt trên nền đàn hồi chịu tác dụng của tải trọng di động theo phương pháp phần tử hữu hạnvi_VN
dc.typeArticlevi_VN
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