Please use this identifier to cite or link to this item: https://lib.hpu.edu.vn/handle/123456789/22914
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dc.contributor.authorĐoàn, Văn Duẩnen_US
dc.date.accessioned2016-09-06T01:51:03Z
dc.date.available2016-09-06T01:51:03Z
dc.date.issued2014en_US
dc.identifier.otherHPU1160311en_US
dc.identifier.urihttps://lib.hpu.edu.vn/handle/123456789/22914-
dc.description.abstractThe cable structure commonly used in actual construction, such as roof structures sling in civil and industrial large span, especially the structural sag wire suspension bridge, cable-stayed suspension bridge that is the complex structure between cables with beams or truss. Single cable computational problems underlying the construction of diagrams of structural properties for the single cable and associated structures mentioned above. Currently, the theory calculates single cable usually assumed deflection of the cable is a curve known, usually parabolic quadratic. Also include the approximate method of V. K. Katsuryn to the cable is presented in the curriculum and the cable structural materials in Vietnam.en_US
dc.format.extent5 tr.en_US
dc.format.mimetypeapplication/pdf-
dc.language.isovien_US
dc.publisherĐại học Dân lập Hải Phòngen_US
dc.subjectXây dựngen_US
dc.subjectDây mềmen_US
dc.subjectGaussen_US
dc.subjectKết cấu dây mềmen_US
dc.titlePhương pháp mới tính toán dây mềmen_US
dc.typeArticleen_US
dc.size708KBen_US
dc.departmentBài báo khoa họcen_US
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