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Response Study of Support Systems of Hyperbolic Cooling Towers

Authors(6):

Torna Patil, Samay Patel, Raviraj Pawar, Aditya Phatak, Niranjan Namjoshi, Dr. S. S. Angalekar
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This paper deals with the study of hyperbolic cooling towers having a total height of 175 m supported on ‘I’, ‘V’ and ‘H’ Geometrical Column systems. The modelling of the column was carried out in STAAD-Pro software for wind load, seismic load, self-weight, dynamic loading and harmonic loading. The tower was divided into 4-noded shell elements. Finite element analysis was used for carrying out the analysis of the cooling towers. The study of the different support systems for various aspects like reinforcement, linear elastic response, and elasto-plastic analysis was carried out to make a comparative conclusion for the optimum design of the cooling towers.

Torna Patil, Samay Patel, Raviraj Pawar, Aditya Phatak, Niranjan Namjoshi, Dr. S. S. Angalekar

Natural Draught Hyperbolic cooling Towers, wind load, seismic load, self weight, dynamic loading, harmonic loading, 4-noded shell elements

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Publication Details

Published in : Volume 3 | Issue 5 | July-August - 2017
Date of Publication Print ISSN Online ISSN
2017-08-31 2395-1990 2394-4099
Page(s) Manuscript Number   Publisher
14-19 IJSRSET17345   Technoscience Academy

Cite This Article

Torna Patil, Samay Patel, Raviraj Pawar, Aditya Phatak, Niranjan Namjoshi, Dr. S. S. Angalekar, "Response Study of Support Systems of Hyperbolic Cooling Towers", International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 3, Issue 5, pp.14-19, July-August-2017.
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