풍하중에 의한 손상해석을 이용한 기하형상에 따른 자연 습식 냉각탑의 구조성능 평가 - Part I : One - shell 기하형상Evaluation of Structural Performance of Natural Draught Cooling Tower according to Shell Geometry using Wind Damage Analysis – Part I : One - shell Geometry
- Other Titles
- Evaluation of Structural Performance of Natural Draught Cooling Tower according to Shell Geometry using Wind Damage Analysis – Part I : One - shell Geometry
- Authors
- 이상윤; 노삼영
- Issue Date
- Sep-2016
- Publisher
- 한국공간구조학회
- Keywords
- Cooling Tower; 1-shell geometry; Natural frequency; Nonlinear FE-method; Damage index
- Citation
- 한국공간구조학회지, v.16, no.3, pp 67 - 78
- Pages
- 12
- Indexed
- KCI
- Journal Title
- 한국공간구조학회지
- Volume
- 16
- Number
- 3
- Start Page
- 67
- End Page
- 78
- URI
- https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/15064
- DOI
- 10.9712/KASS.2016.16.3.067
- ISSN
- 1598-4095
2287-7401
- Abstract
- Determining of the shape in the process of design for natural draught cooling tower is very important, because the shape of hyperbolic shell is respond sensitively to dynamic behavior of the whole cooling tower against wind load. In engineering practice, the geometric parameters have been determining based on the natural frequency. This study analyses influence of the tower shell geometric parameters on the structural behavior. For three representative models were selected, they were analyzed based on evaluation of damage by means of nonlinear FE-method. As a result, a hyperbolic rotational shell with the small radius overall was the lowest damage index induced by sufficient capacity of the stress redistribution and thus a wind-insensitive structure.
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