Table 6 Maximum deflection of beam.
From: Numerical Assessment of Reinforcing Details in Beam-Column Joints on Blast Resistance
Specimen | At the point A | At the point B | ||
|---|---|---|---|---|
Max. deflection (mm) | Time (ms) | Max. deflection (mm) | Time (ms) | |
BC | −63.0 | 200.0 | −313.0 | 200.0 |
BC-F | −10.3 | 61.1 | −143.7 | 200.0 |
BC-D | −3.6 | 21.3 | −82.6 | 81.0 |
BC-F-S | −4.2 | 12.3 | −23.0 | 25.2 |
BC-A | −2.0 | 2.8 | −17.9 | 19.2 |