• Fazil hussain bhat
• Aasim manzoor
• Shozief Gulzar

-In light of field examination of a harmed transmission line , a disappointment investigation is performed to appraise the heap bearing limit of a transmission tower. Static nonlinear clasping examination and dynamic investigation are utilized to evaluate a definitive burden limit and the most weak pieces of the pinnacle. In the unique investigation, a pinnacle line (TL) coupled model is set up which represents individuals clasping limit. The two philosophies anticipated close wind load limit (35.8 m/s in static examination and 35 m/s in powerful analysis),while the disappointment modes and clasped individuals are different. While static investigation shows that the leg individuals clasped, dynamic examination uncovers that it is the slanting individuals that clasp. Reasons are clarified in this paper and ideas are given that the unique investigation ought to be embraced in vitally assessing a transmission tower, particularly when finding the clasped member. More, emphasis ought to be given to the plan of askew individuals.

Transmission tower ,Failure analysis, Tower-line coupled system ,Wind load ultimate capacity

"Experiment And Design Analysis Of Transmission Tower Subjected Under Strong Wind Load: A Review", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 5, page no.b511-b517, May-2021, Available :http://www.jetir.org/papers/JETIR2105196.pdf

"Experiment And Design Analysis Of Transmission Tower Subjected Under Strong Wind Load: A Review", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 5, page no. ppb511-b517, May-2021, Available at : http://www.jetir.org/papers/JETIR2105196.pdf