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dc.contributor.authorDoh, Jeung-Hwanen_US
dc.contributor.authorKim, Jin-Wooen_US
dc.contributor.authorPark, Moon-Hoen_US
dc.contributor.editorSai On Cheung, Siamak Yazdani, Nader Ghafoori and Amarjit Singhen_US
dc.date.accessioned2017-05-03T11:38:07Z
dc.date.available2017-05-03T11:38:07Z
dc.date.issued2011en_US
dc.date.modified2013-09-24T22:55:04Z
dc.identifier.refurihttp://isec-society.org/ISEC_06/en_US
dc.identifier.doi10.3850/978-981-08-7920-4_S2-A09-cden_US
dc.identifier.urihttp://hdl.handle.net/10072/42885
dc.description.abstractThis paper is focused on the form finding of three kinds of cable-tensioned SCST structures that are constructed with bolt type joint by gusset plate, only bolt type joint, and ball type (Mero type) joint. The cable tensioning method for SCST structure is an innovative, fast, and economical construction method in the special construction site or field condition. In this paper, the unit shape of test models consist of uniform pyramids, from the planar structures on the ground, the space structures are shaped and erected into its final curved space structures by means of cable tensioning. The feasibility of the proposed cable-tensioning technique and the reliability of the established geometric model were confirmed with nonlinear finite element analysis and experiments for a small-scale test models. Through the experiments in the SCST structures by means of cable tensioning, within the yield limit of the members, a planar layout can be deformed to desired space shape. As a results, the proposed cable tensioning technique could be applied the form finding of the various SCST structures, so we can know the behavior characteristic of the joint for each types in practical design purposes. For a special site condition of construction field, this cable tensioning technique should be an economic and reasonable construction method compare to conventional construction method including the heavy crane and scaffold.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_US
dc.format.extent695567 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_US
dc.publisherResearch Publishing Servicesen_US
dc.publisher.placeSingaporeen_US
dc.publisher.urihttp://isec-society.org/ISEC_06/en_US
dc.relation.ispartofstudentpublicationNen_US
dc.relation.ispartofconferencenameISEC 6: Modern Methods and Advances in Structural Engineering and Constructionen_US
dc.relation.ispartofconferencetitleInnovations in Structural Engineering and Construction (ISEC-06)en_US
dc.relation.ispartofdatefrom2011-06-21en_US
dc.relation.ispartofdateto2011-06-26en_US
dc.relation.ispartoflocationZurich, Switzerlanden_US
dc.rights.retentionYen_US
dc.subject.fieldofresearchStructural Engineeringen_US
dc.subject.fieldofresearchcode090506en_US
dc.titleForm Finding of the SCST Structures by means of Cable tensioningen_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.rights.copyright© 2011 Research Publishing Services. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the conference's website for access to the definitive, published version.en_US
gro.date.issued2011
gro.hasfulltextFull Text
gro.griffith.authorDoh, Jeung-Hwan


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    Contains papers delivered by Griffith authors at national and international conferences.

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