日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
構造
SD490, 685N/mm2, 785N/mm2級横補強筋を用いた高圧縮軸力下のRC長方形断面柱の曲げ変形性能
益尾 潔
著者情報
ジャーナル フリー

2015 年 21 巻 49 号 p. 1049-1053

詳細
抄録
The author proposed the formulas for estimating the flexural ductility of R/C square columns and rectangular columns. However, the calculated values by the formulas of rectangular columns are not verified with tests result. In this study, tests of R/C rectangular columns with SD490, 685N/mm2 and 785N/mm2 class transverse reinforcement have been conducted under high compressive axial force. Based on these tests result, the accuracy of estimated ultimate strength and flexural ductility of R/C rectangular columns is clarified.
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© 2015 日本建築学会
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