Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0143-974X(03)00088-9
DC FieldValue
dc.titleExperimental study on reciprocal prism (RP) grid for space structures
dc.contributor.authorRichard Liew, J.Y.
dc.contributor.authorLee, B.H.
dc.date.accessioned2014-06-17T08:18:13Z
dc.date.available2014-06-17T08:18:13Z
dc.date.issued2003-11
dc.identifier.citationRichard Liew, J.Y., Lee, B.H. (2003-11). Experimental study on reciprocal prism (RP) grid for space structures. Journal of Constructional Steel Research 59 (11) : 1363-1384. ScholarBank@NUS Repository. https://doi.org/10.1016/S0143-974X(03)00088-9
dc.identifier.issn0143974X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65571
dc.description.abstractLaboratory tests on two 8 m × 8 m square-on-diagonal alternate reciprocal prism (SoD-ARP) grids have been conducted to verify the accuracy of the analytical model and to study the ultimate strength behaviour of cable-strut structures. Experience learned from the design and construction and issues pertaining to the implementation of such structures are reported. Other issues explored include the suitability of the "butterfly" joint for modular erection and the use of high-tensile rods as "cable" element. The main innovation of the reciprocal prism (RP) grid system is that it extends cable net structures into freestanding grids. It shows promise in having lower weight-to-strength ratio than the conventional space truss systems. These new structural forms have been proven to be structurally more efficient than space truss system for large-span spatial applications. © 2003 Elsevier Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0143-974X(03)00088-9
dc.sourceScopus
dc.subjectCable strut system
dc.subjectDouble layer grids
dc.subjectFrame testing
dc.subjectLarge-span structure
dc.subjectReciprocal prism
dc.subjectSpace frames
dc.subjectTensioned structures
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/S0143-974X(03)00088-9
dc.description.sourcetitleJournal of Constructional Steel Research
dc.description.volume59
dc.description.issue11
dc.description.page1363-1384
dc.identifier.isiut000185035500003
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