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International Journal of Civil Engineering and Technology (IJCIET)
Volume 9, Issue 6, June 2018, pp. 172–181, Article ID: IJCIET_09_06_020
Available online at http://www.iaeme.com/ijciet/issues.asp?JType=IJCIET&VType=9&IType=6
ISSN Print: 0976-6308 and ISSN Online: 0976-6316
© IAEME Publication Scopus Indexed
ALONG WIND RESPONSE OF FREE STANDING
TRI-POLE LATTICE TOWERS
B. Santhosh Kumar
Ph. D Scholar, Department of Civil Engineering, GITAM deemed to be University,
Visakhapatnam &
Deputy Executive Engineer, Water Resources Department, Government of Andhra Pradesh
B. Ramesh
Assistant Professor, Department of Civil Engineering,
GITAM deemed to be University, Visakhapatnam, India
Balaji K.V.G.D
Professor, Department of Civil Engineering, GITAM deemed to be University,
Visakhapatnam, India
Chandan Kumar. Patnaikuni
Assistant Professor, Department of Civil Engineering,
GITAM deemed to be University, Visakhapatnam, India
Sankili Reynold
M. Tech, Scholar, Department of Civil Engineering,
GITAM deemed to be University, Visakhapatnam, India
ABSTRACT
The failure reports of telecommunication towers during the last 40 years of
cyclone periods in India are alarmingly increasing, even though during the design
stages these factors have been considered according to IS: 875 Part (3) 1987 design
guidelines. This situation emphasis the IS: 875 Part (3) 2015 to recommend the
cyclonic importance factor in the dynamic analysis of tall and flexible structures even
after peak factor for upwind velocity fluctuations and peak factor for resonance have
been introduced in this revised version .This paper explains the influence of the
cyclonic importance factor on 40 and 60 m height tri-pole telecommunication towers
using STAAD Pro (V8i).
Key words: IS: 875 Part (3):2015, Cyclonic Importance factor, STAAD Pro (V8i),
Tri-pole tower, Dynamic analysis.
Cite this Article: B. Santhosh Kumar, B. Ramesh, Balaji K.V.G.D, Chandan Kumar.
Patnaikuni and Sankili Reynold, Along Wind Response of Free Standing Tri-Pole
Lattice Towers, International Journal of Civil Engineering and Technology, 9(6),
2018, pp. 172–181.
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