構造
685N/mm2級横補強筋を用いたRC柱の短期許容せん断力およびせん断終局耐力
2013 年 19 巻 42 号 p. 555-560
詳細
2013 年 19 巻 42 号 p. 555-560
The authors proposed estimation formula of allowable shear strength of R/C beams in consideration of residual shear crack width. However, this formula is not applied to R/C columns. The authors conduct tests of R/C columns using 685N/mm2 shear reinforcement under comparative low axial force. Based on these tests result, the precision of estimated allowable and ultimate shear strength of R/C columns is clarified.
