@article{oai:kanazawa-u.repo.nii.ac.jp:00011857,
 author = {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 = {1},
 journal = {金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University},
 month = {Jun},
 note = {This paper describes the measurement of the prestress transferred at the· erection of a 3-span continuous composite girder in Tateyama highway bridge crossing the Joganji river in Toyama prefecture, and the comparison of the result with the calculated value.
This bridge 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.},
 pages = {34--39},
 title = {連続合成桁橋の架設時における導入応力の測定について [第1報]},
 volume = {3},
 year = {1962}
}