Impact of Loading Protocol on the Performance of the Steel Moment Frame Connections

Today, for the moment frame structures, seismic provisions of the structural engineering design codes depend on the inelastic deformation as well as inelastic capacity of the  connections. A cyclic loading protocol is normally exercised for  measuring such capability. This paper investigates the deformation  capacity of steel moment resisting frame’s connections subjected to different loading protocols. To evaluate the performance of the  connections subjected to various cyclic loads, behavior of three types  of connections is studied. Behavior and capacity of each connection are assessed subjected to different loading protocols; namely ATC, FEMA and  SAC. The results from this research indicate that the ATC and FEMA  loading make greater demands on the connections; while SAC basic loading shows a better agreement with the target values of the loading  protocol. A loading protocol has been developed taking some criteria  into account in order to match the target values presented in SAC study  for steel moment connection’s bam to column sub-assemblies. Then the  connections were subjected once again to the proposed loading protocol  and results compared to those of other loading protocols. The results reveal that the connections subjected to the proposed loading protocol  provide greater deformation and strength capacity. Also, lower  equivalent plastic strain and lower dissipated energy were observed when the connection is subjected to the proposed loading protocol.