INFLUENCE OF RAIL JOINT ON DYNAMIC RESPONSE OF BRIDGE UNDER TRAIN PASSAGE

Author:

KITAGAWA Haruyuki1,TOKUNAGA Munemasa1,IKEDA Manabu1

Affiliation:

1. (公財)鉄道総合技術研究所 鉄道力学研究部

Publisher

Japan Society of Civil Engineers

Reference10 articles.

1. 1) H. H. Jenkins, J. E. Stephenson, G. A. Clayton, G. W. Morland and D. Lyon: The effect of track and vehicle parameters on wheel/rail vertical dynamic forces, Railway Eng. J., 3 (1), pp. 2-16, 1974.

2. 2) 徳永宗正,北川晴之,池田学:レール継目を有する鋼鉄道橋りょうの列車通過時動的応答の実測,構造工学論文集,Vol. 69A, pp. 293-305, 2023. [Tokunaga, M., Kitagawa, H., Ikeda, M. : Effect of rail joints on dynamic response of steel railway bridge during train passage based on site test, Journal of Stractural Engineering, JSCE, Vol. 69A, pp. 293-305, 2023.]

3. 3) 涌井一,松本信之,松浦章夫,田辺誠:鉄道車両と線路構造物との連成応答解析法に関する研究,土木学会論文集,No. 513/I-31, pp. 129-138, 1995. [Wakui, H., Matsumoto, N., Matsuura, A., Tanabe, M : Dynamic interaction analysis for railway vehicles and structures, Jornal of civil engineering, JSCE, No. 513/I-31 , pp. 129-138, 1995.]

4. 4) 徳永宗正,池田学,八木英輝:鉄道鋼橋および合成橋の非構造部材が主構造の曲げ剛性へ及ぼす影響, 土木学会論文集,2023, 79 巻, 15 号,ID: 22-15050,2023. [Tokunaga, M., Ikeda, M., Yagi, H., : Effect of non-structural members on main structural bending stiffness of railway steel composite bridge, Journal of civil engineering, JSCE, Vol. 79, No. 15 ID: 22-15050, 2023.]

5. 5) M. Tanabe et al.: Exact time integration for dynamic interaction of high-speed train and railway structure including derailment during an earthquake, Transaction of theASME, Journal of Computational and Nonlinear Dynamics, Vol. 11, 031004, 1/9, ASME (2016)

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