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Experimental and numerical study for the shaping formation of SCST structures by cable-tensioningopen access

Authors
Kim, J.W.Doh, J.H.Fragomeni, S.
Issue Date
2013
Keywords
Cable-tensioning; Finite Element Analysis; Mechanism; Nonlinear; SCST structure; Shaping Formation
Citation
Open Civil Engineering Journal, v.7, no.1, pp 77 - 83
Pages
7
Indexed
SCOPUS
Journal Title
Open Civil Engineering Journal
Volume
7
Number
1
Start Page
77
End Page
83
URI
https://scholarworks.gnu.ac.kr/handle/sw.gnu/21763
DOI
10.2174/1874149501307010077
ISSN
1874-1495
Abstract
This paper discusses the behaviour characteristics of the shaping formation of Single-Chorded Space Truss (SCST) structures by means of cable-tensioning of bottom chords. The innovative technique is fast and economical and issued in many types of space structures. The small-scale test models presented herein consist of uniform pyramids with multi-directional ball type joints which are erected into their final shape by cable-tensioning. Since the joint behaviour is very significant in studying the shaping of SCST structures, basic tests for beam and pyramidal units were performed. The feasibility of the proposed cable-tensioning technique and the reliability of the established geometric model were confirmed by finite element analysis. The proposed cable-tensioning technique indicates that the behaviour characteristic of joints is very important in the shaping formation of SCST structures. More specifically in situations where heavy cranes are inaccessible, the cable-tensioning construction technique has proven to be an easy and reasonable method compared to conventional construction methods that typically include heavy cranes and scaffolding. ? Kim et al.; Licensee Bentham Open.
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해양과학대학 > 해양토목공학과 > Journal Articles

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