橋梁振動 (2)／構造同定

11:30 AM - 11:40 AM JST(2:30 AM - 2:40 AM UTC)

[I-156] Development of the new tension estimation method for the Nielsen-Lohse bridge using Mode Shape

*Tetsu Kato¹, Aiko Furukawa¹, Tomohiro Takeichi² (1. Kyoto University, 2. Kobelco Wire Company, Ltd.)

Keywords:

Nielsen-Lohse Bridge,Cable,Tension Estimation,Natural Frequency,Mode Shape,Intersection Clamp

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