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Response of a natural draught hyperbolic cooling tower using the finite element technique
Using FEM-based ANSYS software and IS code, the modeling and evaluation of the static, modal, wind, and earthquake load response of the cooling tower with different types of column systems, A type, V type, and H type, as well as without columns, were carried out. The most severe possibilities for deformation and stress resulting from various load combinations, such as self-weight, wind load, and earthquake load, were identified through analysis, while various natural frequencies were identified through free vibrational analysis, which can be used for further investigation due to the dynamic impact of the wind and seismic load.
Response of a natural draught hyperbolic cooling tower using the finite element technique
Using FEM-based ANSYS software and IS code, the modeling and evaluation of the static, modal, wind, and earthquake load response of the cooling tower with different types of column systems, A type, V type, and H type, as well as without columns, were carried out. The most severe possibilities for deformation and stress resulting from various load combinations, such as self-weight, wind load, and earthquake load, were identified through analysis, while various natural frequencies were identified through free vibrational analysis, which can be used for further investigation due to the dynamic impact of the wind and seismic load.
Response of a natural draught hyperbolic cooling tower using the finite element technique
Asian J Civ Eng
Vats, Ishan Shanker (Autor:in) / Kanagaraj, Nallasivam (Autor:in)
Asian Journal of Civil Engineering ; 24 ; 3191-3208
01.12.2023
18 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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