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Structural behaviour evaluation of natural draught cooling towers under the consideration of shell-geometric parameters

Title
Structural behaviour evaluation of natural draught cooling towers under the consideration of shell-geometric parameters
Author
노삼영
Keywords
Global damage indicator; Hyperbolic shell geometry; Natural draught cooling tower; Natural frequency analysis; Nonlinear FE-analysis
Issue Date
2013-01
Publisher
Scitec Publications Ltd.
Citation
Applied Mechanics and Materials, v. 284-287, Page. 1396-1400
Abstract
In the design procedure of the cooling tower the form-finding of the shell is the most important process, because the shape of the shell determines the sensitivity of dynamic behavior of the whole tower against wind excitation. The purpose of the study is the investigation of the influences of the geometric parameters of the cooling tower shell on the structural behavior. The geometric parameters were analyzed in detail. As a result, a hyperbolic rotational shell with the small radius overall will yield the shell geometry with a higher first natural frequency and thus a wind-insensitive structure. Linearly and nonlinearly numerical simulations demonstrate influence of the shell-geometric parameters on structural behaviours. The results of this study may be informative for the form-finding of the cooling tower shell. © (2013) Trans Tech Publications, Switzerland.
URI
https://www.scientific.net/AMM.284-287.1396https://repository.hanyang.ac.kr/handle/20.500.11754/183266
ISSN
1660-9336
DOI
10.4028/www.scientific.net/AMM.284-287.1396
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ETC
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