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N. Prasad Rao

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Prasad Rao, N. / Balagopal, R. / Rokade, R. P. / Palani, G. S.: Redundant Induced Bracing Failures in Transmission Line Towers. In: International Journal of Steel Structures.

    https://doi.org/10.1007/s13296-024-00897-6

  2. Balagopal, R. / Prasad Rao, N. / Palani, G. S. / Rokade, R. P. (2023): Failure Investigation of Transmission Line Towers with Unfilled Bolt Holes in Stub Member. In: Journal of The Institution of Engineers (India): Series A, v. 104, n. 4 (September 2023).

    https://doi.org/10.1007/s40030-023-00766-1

  3. Prasad Rao, N. / Rokade, R. P. / Balagopal, R. / Palani, G. S. (2023): Segmental instability failures in transmission line towers. In: Journal of Constructional Steel Research, v. 211 (December 2023).

    https://doi.org/10.1016/j.jcsr.2023.108195

  4. Prasad Rao, N. / Knight, G. M. Samuel / Lakshmanan, N. / Iyer, Nagesh R. (2010): Investigation of transmission line tower failures. In: Engineering Failure Analysis, v. 17, n. 5 (July 2010).

    https://doi.org/10.1016/j.engfailanal.2010.01.008

  5. Balagopal, R. / Ramaswamy, Ananth / Palani, G. S. / Prasad Rao, N. (2020): Simplified bolted connection model for analysis of transmission line towers. In: Structures, v. 27 (October 2020).

    https://doi.org/10.1016/j.istruc.2020.08.029

  6. Prasad Rao, N. / Balagopal, R. / Rokade, R. P. (2020): Buckling Behavior of Schifflerized Angle Sections. In: Journal of The Institution of Engineers (India): Series A, v. 101, n. 2 (January 2020).

    https://doi.org/10.1007/s40030-020-00436-6

  7. Balagopal, R. / Prasad Rao, N. / Rokade, R. P. (2020): Investigation on Buckling Behaviour of GFRP Angle Sections with Bolted Connections in Lattice Towers. In: Journal of The Institution of Engineers (India): Series A, v. 101, n. 2 (January 2020).

    https://doi.org/10.1007/s40030-020-00432-w

  8. Prasad Rao, N. / Balagopal, R. / Rokade, R. P. / Mohan, S. J. (2013): Schifflerised angle sections for triangular-based communication towers. In: The IES Journal Part A: Civil & Structural Engineering, v. 6, n. 3 (August 2013).

    https://doi.org/10.1080/19373260.2012.757210

  9. Prasad Rao, N. / Mohan, S. J. / Rokade, R. P. / Bala Gopal, R. (2009): ANALYTICAL AND EXPERIMENTAL STUDIES ON 400 kV S/C PORTAL-TYPE GUYED TOWERS. In: International Journal of Structural Stability and Dynamics, v. 9, n. 1 (March 2009).

    https://doi.org/10.1142/s0219455409002898

  10. Mohan, S. J. / Prasad Rao, N. / Lakshmanan, N. (2005): Flexural and Local Buckling Interaction of Steel Angles. In: International Journal of Structural Stability and Dynamics, v. 5, n. 2 (June 2005).

    https://doi.org/10.1142/s0219455405001519

  11. Prasad Rao, N. / Kalyanaraman, V. (2001): Non-linear behaviour of lattice panel of angle towers. In: Journal of Constructional Steel Research, v. 57, n. 12 (December 2001).

    https://doi.org/10.1016/s0143-974x(01)00054-2

  12. Balagopal, R. / Prasad Rao, N. / Rokade, R. P. (2018): Simplified Model to Predict Deflection and Natural Frequency of Steel Pole Structures. In: Journal of The Institution of Engineers (India): Series A, v. 99, n. 3 (May 2018).

    https://doi.org/10.1007/s40030-018-0298-3

  13. Balagopal, R. / Prasad Rao, N. / Rokade, R. P. / Umesha, P. K. (2018): Experimental Investigation on Strengthening of Bolted Connections in Transmission/Communication Towers. In: Journal of The Institution of Engineers (India): Series A, v. 99, n. 2 (April 2018).

    https://doi.org/10.1007/s40030-018-0287-6

  14. Prasad Rao, N. / Knight, G. M. Samuel / Mohan, S. J. / Lakshmanan, N. (2012): Studies on failure of transmission line towers in testing. In: Engineering Structures, v. 35 (February 2012).

    https://doi.org/10.1016/j.engstruct.2011.10.017

  15. Prasad Rao, N. / Knight, G. M. Samuel / Seetharaman, S. / Lakshmanan, N. / Iyer, Nagesh R. (2011): Failure Analysis of Transmission Line Towers. In: Journal of Performance of Constructed Facilities (ASCE), v. 25, n. 3 (June 2011).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000161

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