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풍하중에 의한 손상해석을 이용한 기하형상에 따른 자연 습식 냉각탑의 구조성능 평가 - Part I : One-shell 기하형상

Title
풍하중에 의한 손상해석을 이용한 기하형상에 따른 자연 습식 냉각탑의 구조성능 평가 - Part I : One-shell 기하형상
Other Titles
Evaluation of Structural Performance of Natural Draught Cooling Tower according to Shell Geometry using Wind Damage Analysis-Part I: One-shell Geometry
Author
노삼영
Keywords
Cooling tower; 1-shell geometry; Natural frequency; Nonlinear FE-method; Damage index
Issue Date
2016-09
Publisher
한국공간구조학회
Citation
한국공간구조학회지, v. 16, No. 3, Page. 67-78
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.
URI
http://db.koreascholar.com/Article?code=316706https://repository.hanyang.ac.kr/handle/20.500.11754/102715
ISSN
2287-7401; 1598-4095
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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