Evaluation of the dynamic behaviour of a standard power transmission steel tower in Japan during an Earthquake

T. Mazda, E. C. Kandemir, M. Matsumoto, N. Oka, N. Ishida

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

This study shows a development of simplified model for a transmission line tower considering influence of adjacent transmission line towers. Two types of models are prepared. One is single tower model without transmission lines, another one is continuous three towers model which consist of a central transmission line tower and two adjacent transmission line towers. These continuous three towers are connected with transmission lines including overhead ground wire. Eigenvalue analysis and dynamic response analysis were conducted using these two models. Differences of vibration characteristics and dynamic behaviour between both models were compared based on the obtained analysis results. The influence of adjacent transmission line towers was clarified. Transmission lines greatly affect the seismic response of central tower in longitudinal direction at the time of earthquakes.

Original languageEnglish
Title of host publicationProceedings of the 13th International Conference on Civil, Structural and Environmental Engineering Computing
Publication statusPublished - Dec 1 2011
Externally publishedYes
Event13th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2011 - Chania, Crete, Greece
Duration: Sept 6 2011Sept 9 2011

Publication series

NameProceedings of the 13th International Conference on Civil, Structural and Environmental Engineering Computing

Other

Other13th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2011
Country/TerritoryGreece
CityChania, Crete
Period9/6/119/9/11

All Science Journal Classification (ASJC) codes

  • Computer Science Applications
  • Civil and Structural Engineering
  • Environmental Engineering

Fingerprint

Dive into the research topics of 'Evaluation of the dynamic behaviour of a standard power transmission steel tower in Japan during an Earthquake'. Together they form a unique fingerprint.

Cite this