Session Details

橋梁振動 (2)/構造同定

Thu. Sep 5, 2024 10:40 AM - 12:00 PM JST
Thu. Sep 5, 2024 1:40 AM - 3:00 AM UTC
A105(川内北キャンパス講義棟A棟)
Chair: Junji Yoshida

[I-151]Analytical evaluation of the effect of reduction of IRI on traffic-induced vibration of an existing bridge

*Shunsuke Ochi1, Yasunao Matsumoto1, Eito Sekine2, Akito Yabe3 (1. Saitama University , 2. Metropolitan Expressway Co., Ltd,, 3. Kozo Keikaku Engineering Inc.)

[I-152]Evaluation for natural vibration characteristics of a four-span continuous steel two main girder bridge

*Akane Motonagare1, Masato Komuro1, Tomoki Kawarai1, Norimitsu Kishi1, Atsushi Hirose2, Yuji Ushiwatari3, Keiji Shakushiro4 (1. Muroran Institute of Technology, 2. The Hokkaidou Development Agency, 3. Koken Engineeting Corporation.,Limited, 4. Hokkaidou Doro Engineering Corporation.,Limited)

[I-153]Vibration measurement of Kureha hillside footpath Liaison Bridge

*Ryoya Iwata1, Takeshi Itoh1, Kano Taitou1 (1. KAWADA INDUSTRIES)

[I-154]A Study on Vibrations of Continuous Composite Girder Bridge during Train Passage

*Kentaro Kimura1, Hidehiko Sekiya1, Tetsushi Ohno1, Hiroyuki Kato2 (1. Tokyo City University, 2. JRTT)

[I-155]Tension estimation method for a cable with two dampers independent of damper modeling error

*Yuma Sugimachi1, Kenki Goda1, Aiko Furukawa1, Tomohiro Takeichi2 (1. Kyoto University, 2. Kobelco Wire Company, Ltd)

[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.)

[I-157]SSI

*Tatsuya Shimozuma1, Yuto Nakamura1, Shozo Nakamura2, Takafumi Nishikawa2 (1. Fukuoka University, 2. Nagasaki University)