Experimental Investigation on Buckling Behaviour of Transmission Tower Using Cold Formed and Hot Rolled Steel

Author:

Gayathri S.,Saranya S.,Kasiviswanathan M.

Publisher

Springer International Publishing

Reference22 articles.

1. Al-Bermani, F.G, Kitipornchai, S (1992) nonlinear analysis of transmission towers. Engg Struct 14(3): 139–151

2. Feng P, Beke S, Zhang Y.H, Ye L. P, Bai Y (2012 Experimental study on buckling resistance technique of steel members strengthened using FRP. Int. J. Struct. Stab. Dyna. 12(1): 153–178.

3. Bhardwaj H.L, Kaushik A.A.Y (2015) Analysis and Design of Four Leg Steel Transmission Tower using Staad.Pro. Int. J. Adv. Eng. Manage Sci 1(4): 2454–1311.

4. Vidya B, Rao G.T, Varahalu S, Lakshman K (2019) Analysis and design of four-legged transmission tower with different bracings. Int. J. Mana. Tech. Eng. 1(4): 2249–7455.

5. Rao N. P, Knight G.M. S, Lakshmanan N, Iyer N. R (2012) Effect of Bolt Slip on Tower Deformation, Pract. Peri. Struct. Desi. Constr. 17:65–73.

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