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dc.contributor.authorJinyu Lu
dc.contributor.authorZhiyin Xu
dc.contributor.authorJilei Liu
dc.date.accessioned2024-04-27T22:31:25Z
dc.date.available2024-04-27T22:31:25Z
dc.date.issued2024/05/01
dc.identifier.other10.1061-JSENDH.STENG-13180.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296851
dc.description.abstractTensegrity structures, which consist of tension cables and compression rods, are widely used in various fields. It is particularly important to find the tensegrity with definite geometric configuration for the following research and application. This paper presents a traversal topology-finding method for tensegrity structures based on dynamic programming algorithm and ground structure method. After the designer has given the cable topology, the dynamic programming is adopted to realize the traversal selection of the rod. In order to reduce the traversal space and realize the constraint of rod length type, the rod is classified according to length. Compared with existing topology-finding methods, the algorithm can not only output all feasible topologies but also incorporate structural constraints, such as rod length type and prestressed stability, into the calculation process. Four tensegrity numerical examples illustrate the feasibility and effectiveness of the topology-finding method.
dc.publisherASCE
dc.titleTraversal Topology-Finding Method of Tensegrity Structure Based on Dynamic Programming
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue5
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-13180
dc.journal.fristpage04024036-1
dc.journal.lastpage04024036-10
dc.page10
dc.treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 005
dc.contenttypeFulltext


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