Research Article

Assessment of the Dynamic Behavior of Beam-to-Column Connections in Steel Pallet Racks under Cyclic Load: Numerical Investigation

Table 3

Details of specimens.

ā€‰IDColumnColumn thickness (mm)Thickness of beam-end connector (mm)Beam depthBeam positionNumber of rivetsClearance

AA-1M1202.54B80Upper31
A-2 (standard)M1202.54B100Upper31
A-3M1202.54B120Upper31
BB-1M12024B100Upper31
B-2 (standard)M1202.54B100Upper31
B-3M12034B100Upper31
CC-1 (standard)M1202.54B100Upper31
C-2M1202.54B100Upper41
DD-1 (standard)M1202.54B100Upper31
D-2M1202.54B100Middle31
D-3M1202.54B100Lower31
EE-1 (standard)M1202.54B100Upper31
E-2M1202.55B100Upper31
E-3M1202.56B100Upper31
FF-1 (standard)M1202.54B100Upper31
F-2M1202.54B100Upper32
F-3M1202.54B100Upper33