Analysis of Tubular Telecommunication Tower

Effects of earthquake and wind forces on tubular telecommunication tower with different bracing systems

Authors

  • V. C. Patil
  • P. S. Jotawar

Keywords:

tubular telecommunication tower, earthquake force, wind force, bracing system, Indian standard code of practice, IS-1893 (Part I 2002), IS-8751987 (PartIII), IS-800-2007 guidelines, methodology, Etab2015 structural analysis software, zone III, seismic analysis, Response Spectrum Analysis, displacement, base shear

Abstract

This research paper consists of effects of earthquake force and wind force on tubular tower Structure with different bracing system such as invert ‗V‘ bracing and ‗X‘. The Indian standard code of practice IS-1893 (Part I 2002), IS-8751987 (PartIII), IS-800-2007 guidelines and methodology are used to analyze the tower structure. Etab2015 structural analysis software is used to analyze the tower under the effect of earthquake forces and wind forces in zone III. Seismic analysis done by Response Spectrum Analysis. The behaviour of tower was examined and compared on the basis of displacement and base shear.

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Published

2018-04-27

How to Cite

[1]
“Analysis of Tubular Telecommunication Tower: Effects of earthquake and wind forces on tubular telecommunication tower with different bracing systems”, JASRAE, vol. 15, no. 2, pp. 271–276, Apr. 2018, Accessed: Jul. 17, 2024. [Online]. Available: https://ignited.in/jasrae/article/view/7930

Issue

Vol. 15 No. 2 (2018): Journal of Advances and Scholarly Researches in Allied Education (JASRAE)

Section

Articles

How to Cite

[1]
“Analysis of Tubular Telecommunication Tower: Effects of earthquake and wind forces on tubular telecommunication tower with different bracing systems”, JASRAE, vol. 15, no. 2, pp. 271–276, Apr. 2018, Accessed: Jul. 17, 2024. [Online]. Available: https://ignited.in/jasrae/article/view/7930