Journal of the Korean Society for Advanced Composite Structures (복합신소재구조학회 논문집)

Korean Society for Advanced Composite Structures (한국복합신소재구조학회)
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Tension Force Identification of Cable Structures using Various Analytical Methods

다양한 해석적 방법에 의한 케이블 구조의 장력 추정

  • Noh, Myung-Hyun (Energy Infrastructure Research Department, Steel Structure Research Division, Research Institute of Industrial Science & Technology, POSCO Global R&D Center) ;
  • Lee, Sang-Youl (Department of Civil Engineering, Andong National University)
  • 노명현 (포항산업과학연구원 강구조연구소 에너지인프라본부) ;
  • 이상열 (안동대학교 토목공학과)
  • Received : 2012.08.03
  • Accepted : 2012.09.10
  • Published : 2012.09.30
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Abstract

The method based on various mathematical characteristic equations for identifying tensile forces in the cable structure system are used as response data to reflect the properties of the dynamic sensitivity. The vibration tests have been conducted with respect to levels of applied weight for the sagged cable. In this study, a set of natural frequencies are extracted from the measured dynamic data. Next, existing characteristic equation methods based these extracted natural frequencies are applied to identify tensil forces of the sagged cable system. Through several verification procedures, the proposed methods could be applied to a sagged cable system when the initial material data are insufficiency.

Keywords

References

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Cited by

  1. Determination of Anchor Location of Stiffened Girder connected to Cable in Cable Stayed Bridge vol.9, pp.3, 2012, https://doi.org/10.11004/kosacs.2018.9.3.079