Table 7 Support rotation of specimens.
From: Numerical Assessment of Reinforcing Details in Beam-Column Joints on Blast Resistance
Specimen | At the Point A | At the Point B | Deflection | ||
|---|---|---|---|---|---|
Support rotation | Comparison to criteria | Support rotation | Comparison to criteria | ||
BC | 17.18° | NG | 37.56° | NG | Failed |
BC-F | 2.81° | NG | 17.24° | NG | Failed |
BC-D | 0.99° | OK | 9.91° | NG | Controlled |
BC-F-S | 1.15° | OK | 2.76° | NG | Controlled |
BC-A | 0.55° | OK | 2.15° | NG | Controlled |