<b>Structural Performance Evaluation of Existing Bridges Based on Acceleration Monitoring</b>
Author:
Affiliation:
1. Structural Mechanics Laboratory, Railway Dynamics Division
Publisher
Railway Technical Research Institute
Subject
Mechanical Engineering
Link
https://www.jstage.jst.go.jp/article/rtriqr/64/2/64_115/_pdf
Reference4 articles.
1. [1] Railway Technical Research Institute, Design Standards for Railway Structures and Commentary (Concrete Structures), Maruzen Co., Ltd., Tokyo, 2004 (in Japanese).
2. [2] Ito, Y., Oono, Y., Yoshida, K., Nishiyama, S. and Tanabe, A., "Proposal of simple health index for double reinforced RC slab girder railway bridges," Journal of Structural Engineering, 63A, pp. 876-887, 2017 (in Japanese).
3. [3] Tokunaga, M. and Ikeda, M., "Reproduction Analysis of Dynamic Response Increase due to Crack Propagation Caused by Simultaneous Loading of Multiple Lines of Railway PRC Girder," Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)), 77(2), I_467-I_476, 2021 (in Japanese).
4. [4] Tokunaga, M., Ikeda, M. and Yoshida, K., "Displacement Response Waveform Restoration of Simply Support Bridge during Train Passage Based on Measurement Acceleration Integration," Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 78(1), 47-60, 2022 (in Japanese).
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