@article{oai:kanazawa-u.repo.nii.ac.jp:00011849,
 author = {Hoda, Ichibee and Hasaba, Shigemasa and Kobori, Tameo and Yoshida, Hiroshi and Sakai, Masao and 保田, 市兵衛 and 枷場, 重正 and 小堀, 為雄 and 吉田, 博 and 酒井, 雅夫},
 issue = {2},
 journal = {金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University},
 month = {Dec},
 note = {This Tateyama bridge, crossed the Joganji river in Toyama prefecture, was de­signed and constructed to act as a composite girder on the intermediate supports as well as elsewhere by canceling the tensile stress of concrete slab due to various vertical loads with the compressive prestress transferred by the lowering of the girder on the intermediate supports and tensioning of the steel bars arranged in the conc­rete slab near those supports. 
In a previous paper, we described the measurement of the prestress transferred at the erection of this bridge. 
In this paper, we report the results of measurement of static and dynamic res­ponse of the 2 and 3-span continuous composite girders in this bridge under a live load.},
 pages = {24--33},
 title = {連続合成桁橋（立山橋）の載荷試験について [第2報]},
 volume = {3},
 year = {1963}
}