@article{oai:nagasaki-u.repo.nii.ac.jp:00000256,
 author = {豊福, 晋ノ介 and 山口, 浩平 and 松田, 浩 and 海部, 貴裕 and 杉江, 匡紀 and 梅本, 秀二},
 issue = {93},
 journal = {長崎大学大学院工学研究科研究報告, Reports of Graduate School of Engineering, Nagasaki University},
 month = {Aug},
 note = {Recent years, domestic bridges have attract ed attention for maintenance. Inspection by proximity visual inspection is the mainstream as one of the present maintenance management methods. However, in close visual inspection, it is difficult to clearly judge the bridge's “safety”, and “need for closing”. It is propose a maintenance method using identification of structural characteristic as one of the solutions. Structural property identification is a method to evaluate the performance and risk of the target bridge by analyzing and comparing data by both experimental method and analytical method.In this paper, it was examined the applicability to the structural characteristic identification about the degraded RCT girder bridge. In the process of the experimental method of this structural characteristic identification, the utility by new technology was also examined., 長崎大学大学院工学研究科研究報告, 49(93), pp.160-166; 2019},
 pages = {160--166},
 title = {新しいセンシング手法を用いたRCT桁橋の変形性状および残存耐荷力の評価},
 volume = {49},
 year = {2019}
}