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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

研究成果: 書籍/レポート タイプへの寄稿会議への寄与

抄録

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.

本文言語英語
ホスト出版物のタイトルProceedings of the 13th International Conference on Civil, Structural and Environmental Engineering Computing
出版ステータス出版済み - 2011
外部発表はい
イベント13th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2011 - Chania, Crete, ギリシャ
継続期間: 9月 6 20119月 9 2011

出版物シリーズ

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

その他

その他13th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2011
国/地域ギリシャ
CityChania, Crete
Period9/6/119/9/11

!!!All Science Journal Classification (ASJC) codes

  • コンピュータ サイエンスの応用
  • 土木構造工学
  • 環境工学

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