端部をカップリング筋によって接合された連続空胴プレストレストコンクリート床板の構造性能に関する実験研究

概要

論文の詳細を見る
The present paper discusses on the mechanical behaviors of the continuous prestressed concrete hollow core slabs with connection of coupling reinforcement and joint concrete. The mechanical behavior of continuous PC hollow core slabs was investigated by flexural and shear test using the test specimen with real scale. It was found that from these that the length of coupling reinforcement in the hollow slab gave the great in flense on flexural behavior and the connection capacity. Also, the design formulas were proposed for purpose of evaluating the shear transfer capacity of the connection. It was recognized that the analytical results were evaluated with safety for test results.
一般社団法人日本建築学会の論文
2003-03-20