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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