A Review on Buckling Analysis of Lattice Transmission Tower
| Author(s) | : | Falguni Patel, Unnati Bhagat, Dimple Desai, Bijal Chaudhri |
| Institution | : | Civil Engineering, Chhotubhai Gopalbhai Patel Institute of Technology |
| Published In | : | Vol. 4, Issue 11 — November 2017 |
| Page No. | : | 494-498 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Transmission line structures are often constructed from steel lattice structures, due to their ease of assemblyand due to their light weight, which results in relatively small foundations. Transmission line towers, though designedper code provisions, may fail during mandatory testing required in many countries. Different types of premature failuresthat were observed during full-scale testing of transmission line towers at Tower Testing and Research Station,Structural Engineering Research Centre, Chennai (CSIR-SERC) are studied, and the results are discussed in detail. Dueto the complicated load conditions and the nonlinear interaction among the large number of structural components,accurate structural analysis of the LTT systems has been a challenging topic for many years. Still today there are somegaps between research and industrial practice. This paper presents a summary of research outcomes from currentliterature.
Falguni Patel, Unnati Bhagat, Dimple Desai, Bijal Chaudhri, “A Review on Buckling Analysis of Lattice Transmission Tower”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 11, pp. 494-498, November 2017.
