@article{oai:kanazawa-u.repo.nii.ac.jp:00044318,
 author = {Tomida, Michihiro and Maegawa, Koji and Kajikawa, Yasuo and 冨田, 充宏 and 前川, 幸次 and 梶川, 康男},
 issue = {437},
 journal = {土木学会論文集, Proceedings of JSCE},
 month = {},
 note = {本研究は, プレストレスにより互いに密着しているプレキャスト部材の非線形挙動を解析的に検討するため, 離散化モデルである剛体-ばねモデルの適用を試み, 曲げ実験結果と比較し, 解析の妥当性を検討したものである. 解析にあたり, (1) プレキャストPC部材接合面のばね定数の取扱い, (2) グラウトによるPC鋼棒とコンクリートの付着特性の導入等のプレキャストPC部材のモデル化を行っている., An assembled structure, for instance precast concrete slab or precast rock-shed roof which is made of several precast concrete members laterally tightened by prestressing steel tendons can not be regarded as a perfectly continuous structure. The reason is that such a structure acts as if the precast members were connected through the spring corresponding to prestressing steel tendons after the maximum normal stress becomes zero at the tip of contact surface between precast members. This paper presents the experimental and analytical results on the static behavior of the above-mentioned structure, for which a beam made of two precast concrete members longitudinally tighted by the prestressing is substituted. To obtain the analytical results the rigid body spring model which is suitable for non-linear problem is applied., 金沢大学理工研究域環境デザイン学系},
 pages = {105--113},
 title = {プレキャストPC部材接合部の剛体-ばねモデルによる挙動解析},
 volume = {1991},
 year = {1991}
}