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

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.

Authors and Affiliations

Torna Patil
Department of Civil Engineering, Sinhgad College of Engineering, Pune, Maharashtra, India
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 : 2017-08-31
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 14-19
Manuscript Number : IJSRSET17345
Publisher : Technoscience Academy

Print ISSN : 2395-1990, Online ISSN : 2394-4099

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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