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dc.contributor.convenorCarlos Lazaro and Alberto Domingo
dc.contributor.authorDoh, Jeung-Hwan
dc.contributor.authorKim, Jin-Woo
dc.contributor.authorPark, Moon-Ho
dc.contributor.editorEditorial de la Universitat Politécnica de Valencia.
dc.date.accessioned2017-05-03T11:38:04Z
dc.date.available2017-05-03T11:38:04Z
dc.date.issued2009
dc.date.modified2010-05-31T06:55:24Z
dc.identifier.refurihttp://www.iassvalencia2009.com
dc.identifier.urihttp://hdl.handle.net/10072/29918
dc.description.abstractThis paper is focused on the form finding of three kinds of SCST structures that are constructed with bolt type joint by gusset plate, bolt type joint, and ball type (Mero type) joint by means of cable-tensioning. The cable-tensioning method for SCST structure is a innovative, fast, and economical construction method in the special construction site or field condition, the cable-tensioning is performed with the strand in the bottom chords of space structures. 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 cable-tensioning. The cable-tensioning is applied along the diagonal direction, the circumference line direction, or the middle line direction of the each SCST structures. The feasibility of the proposed cable-tensioning technique and the reliability of the established geometric model were confirmed with finite element analysis and experiments for a small-scale test models. Through the experiments in the three types of SCST structures, within the yield limit of the members, a planar layout can be deformed to desired space shape by means of cable-tensioning. As a results, the proposed cable tensioning technique could be applied the form finding of the various SCST structures, so we can know the behaviour characteristic of the joint for each types in form finding for 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.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.format.extent4039382 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoen_AU
dc.publisherUniversidad Politécnica de Valencia
dc.publisher.placeValencia
dc.publisher.urihttp://dspace.upv.es/manakin/handle/10251/6401
dc.relation.ispartofstudentpublicationN
dc.relation.ispartofconferencenameIASS Symposium 2009
dc.relation.ispartofconferencetitleEvolution and Trends in Design, Analysis and Construction of Shell and Spatical Structures. Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2009
dc.relation.ispartofdatefrom2009-09-28
dc.relation.ispartofdateto2009-10-02
dc.relation.ispartoflocationValencia, Spain
dc.rights.retentionY
dc.subject.fieldofresearchStructural Engineering
dc.subject.fieldofresearchcode090506
dc.titleAnalysis and Experiments for form finding of the SCST structures
dc.typeConference output
dc.type.descriptionE1 - Conferences
dc.type.codeE - Conference Publications
gro.facultyGriffith Sciences, Griffith School of Engineering
gro.rights.copyright© The Author(s) 2009. The attached file is posted here with permission of the copyright owners for your personal use only. No further distribution permitted. For information about this conference please refer to the publisher's website or contact the authors.
gro.date.issued2009
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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