Evaluation of seismic performance of steel lattice transmission towers

Albayrak U., Morshid L. A. M.

Civil Engineering Journal (Iran), vol.6, no.10, pp.2024-2044, 2020 (ESCI) identifier identifier

  • Publication Type: Article / Article
  • Volume: 6 Issue: 10
  • Publication Date: 2020
  • Doi Number: 10.28991/cej-2020-03091600
  • Journal Name: Civil Engineering Journal (Iran)
  • Journal Indexes: Emerging Sources Citation Index (ESCI), Scopus
  • Page Numbers: pp.2024-2044
  • Keywords: Earthquake Damage, Non-linear Dynamic Analysis, Retrofitting, Seismic Evaluation, Transmission Tower
  • Eskisehir Osmangazi University Affiliated: Yes


© 2020 by the authors.The electricity transmission systems are an important lifeline for modern societies. They are used for overhead power lines as supporting structures. Transmission towers are designed to meet electrical and structural requirements. They are designed according to the weight of conductors and environmental effects such as wind and ice loads. They also considered other extraordinary stresses such as cable breakage and ice-breaking effects. Because of a common perception that transmission line (TL) towers show low sensitivity to earthquakes, the effects of the earthquake in TL tower construction are not considered. For this reason, TL towers are investigated with regard to the seismic performance in this study. The principal objectives of this research are: i) to assess the sensitivity of typical TL towers to earthquake loads, ii) to retrofit an existing steel lattice tower using a new section Centre To Center (CTC). In this study, a finite element model of a representative 154 KV transmission tower in Turkey was performed using a set of 10 recorded earthquake ground movements. The four-legged square TL tower has been analyzed and designed for Turkey, Eskisehir seismic zone considering 42.95 m height using finite element (FE) software. Therefore, a new section Centre To Center (CTC) type has been designed and the failed sections have been replaced with a designed section using the SAP2000 section designer. The results show that the load of failure increased after retrofitting. The retrofitting method was effective and easily conducted in fields.