Analytical study of the limiting properties of a suspended cable system with a rigid beam

Кирсанов  Михаил Николаевич

dc.contributor	Казанский (Приволжский) федеральный университет
dc.contributor.author	Кирсанов Михаил Николаевич	ru_RU
dc.date.accessioned	2016-12-12T08:08:17Z
dc.date.available	2016-12-12T08:08:17Z
dc.date.issued	2016
dc.identifier.uri	http://dspace.kpfu.ru/xmlui/handle/net/108460
dc.description.abstract	Analytical model of a cable-stayed fan designed bridge is examined. The statically indeterminate cantilever beam suspended on k elastic cables is revealed. The law of distribution of forces in the cables is identified. The obtained dependence of solutions on the number of cables can identify the asymptotic properties of the deflection of the structure and determine the optimal ratio of the size of the system under which the deflection becomes minimum. The algorithm for solving recurrence equations, method of induction and the gamma function are used in the analytic transformations. The exact solutions are obtained by means of computer algebra system Maple.	en_US
dc.relation.ispartofseries	Международная школа "Математическое моделирование фундаментальных объектов и явлений в системах компьютерной математики - KAZCAS-2016". Международный научный семинар "Нелинейные модели в механике, статистике, теории поля и космологии - GRACOS-16	ru_RU
dc.subject	computer algebra system	en_US
dc.subject	Maple	en_US
dc.subject	suspended cable system with a rigid beam	en_US
dc.title	Analytical study of the limiting properties of a suspended cable system with a rigid beam	en_US
dc.type	article
dc.identifier.udk	531.1
dc.description.pages	179-190