@article{oai:kanazawa-u.repo.nii.ac.jp:00011822,
 author = {Kobori, Tameo and Yoshida, Hiroshi and 小堀, 為雄 and 吉田, 博},
 issue = {4},
 journal = {金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University},
 month = {Nov},
 note = {In this paper, the authors describe the results of measurement of static and dynamic responses of the curved beam bridge (Ushirodani bridge, the radius of curvature of the inside girder and the outside girder of the bridge is 20.7m and 25.5m, respectively, and interior angle is 55°) under a live load. 
These results were measured by wire strain gauges and deflection gauges, and compared with the designed values, and it was found that 
(1)in actual, this bridge was acted as composite girder for all that was designed as uncomposite girder, 
(2)natural frequency of this bridge was 7cps, impact coefficient was 0.3 ~ 0.7.},
 pages = {56--64},
 title = {曲線橋 (後谷橋) の載荷試験について},
 volume = {3},
 year = {1964}
}