Research Article
Assessment of the Dynamic Behavior of Beam-to-Column Connections in Steel Pallet Racks under Cyclic Load: Numerical Investigation
Table 4
Ductility factors of different connections.
| | | ID | Ductility factor | Absolute difference rate (%) |
| | A | A-1 | 1.764 | 7.45 | | A-2 (standard) | 1.906 | / | | A-3 | 2.035 | 6.77 | | B | B-1 | 1.795 | 5.82 | | B-2 (standard) | 1.906 | / | | B-3 | 2.009 | 5.40 | | C | C-1 (standard) | 1.906 | / | | C-2 | 2.175 | 14.11 | | D | D-1 (standard) | 1.906 | / | | D-2 | 1.985 | 4.14 | | D-3 | 1.912 | <1% | | E | E-1 (standard) | 1.906 | / | | E-2 | 2.053 | 7.71 | | E-3 | 2.095 | 9.92 | | F | F-1 (standard) | 1.906 | / | | F-2 | 1.875 | 2.46 | | F-3 | 1.718 | 9.86 |
|
|
