IDENTIFICATION OF MODAL DAMPING RATIOS IN HIGH-ORDER LOCAL VIBRATION OF A STEEL RAILWAY I-GIRDER BRIDGE USING MULTI-POINT HAMMERING-Reference-Cited by-同舟云学术

IDENTIFICATION OF MODAL DAMPING RATIOS IN HIGH-ORDER LOCAL VIBRATION OF A STEEL RAILWAY I-GIRDER BRIDGE USING MULTI-POINT HAMMERING

Published:2023 Issue:15 Volume:79 Page:n/a
ISSN:2436-6021
Container-title:Japanese Journal of JSCE
language:en
Short-container-title:Japanese Journal of JSCE

Author:

MATSUOKA Kodai¹,KAITO Kiyoyuki²,MOTOKI Koshiro²,KUSHIYA Takuma³,KOBAYASHI Yusuke³

Affiliation:

1. (公財)鉄道総合技術研究所鉄道力学研究部

2. 大阪大学大学院地球総合工学専攻

3. (公財)鉄道総合技術研究所構造物技術研究部

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscejj/79/15/79_22-15015/_pdf

Reference19 articles.

1. 1) Fisher, J., W.: Fatigue and fracture in steel bridges. Case studies, Wiley-Interscience, 1984.

2. 2) Yokoyama, K. and Miki, C.: Participatory database of repair cases on fatigue damaged welded structures, International Journal of Fatigue, Vol. 101, pp.385-396, 2017.

3. 3) Alencar, G., de Jesus, A., da Silva, J. G. S. and Calcada, R.: Fatigue cracking of welded railway bridges: A review, Engineering Failure Analysis, Vol. 104, pp.154-176, 2019.

4. 4) 宮下剛，石井博典，藤野陽三，庄司朋宏，関雅樹：レーザー計測を用いた鋼鉄道橋の高速走行により発生する局部振動の把握と列車速度の影響，土木学会論文集 A，Vol. 63，No. 2，pp. 277-296，2007. [Miyashita, T., Ishii, H., Fujino, Y., Shoji, T. and Seki, M.: Understanding of high-speed-train-induced local vibration of a railway steel bridge using laser measurement and its effect by train speed, Doboku Gakkai Ronbunshuu A, Vol. 63, No. 2, pp. 277-296, 2007.]

5. 5) 井上太郎，小林裕介：レール継目での衝撃が箱断面上路鈑桁床組の疲労に及ぼす影響，構造工学論文集 A，Vol. 67A，pp. 555-565，2021. [Inoue, T. and Kobayashi, Y.: Effects of impact load caused by wheel passing rail joint on fatigue at the deck system of a steel box girder, Journal of Structural Engineering, A, Vol. 67A, pp. 555-565, 2021.]