Improvement of Damping Performance of Electric Railway Pole with Viscoelastic Damper
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概要
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A damping device for electric railway poles has been invented in order to reduce vibration in overhead contact lines caused by earthquakes or passing trains. The authors conducted theoretical analyses on poles equipped with the damping device and vibration tests on full scale poles. The damping device is a sandwich structure consisting of several steel plates and viscoelastic sheets and has a damping effect even for minute displacement. It has been confirmed that the theoretical results are almost identical to results of vibration tests on actual steel-pipe pole. Vibration tests also demonstrated that the damping device increases the loss factor ten-fold in comparison to a simple steel-pipe pole. In vibration tests on a concrete pole, the damping device reduces the maximum bending moment by approximately one half in comparison to a simple concrete pole.
著者
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TSUNEMOTO Mizuki
Railway Technical Research Institute
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SHIBATA Kazuhiko
Sanwa Tekki Co.
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SUNAKODA Katsuaki
Akita University
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MATSUOKA Taichi
Akita University
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ABOSHI Mitsuo
Railway Technical Research Institute
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IKAHATA Naobumi
Sanwa Tekki Co.
関連論文
- Improvement of Damping Performance of Electric Railway Pole with Viscoelastic Damper
- Mechanism of Undulating Wear Formation of Overhead Rigid Conductor Line Related to Dynamic Characteristics of Pantographs