The connection specimens were cycled to qfailureq using a deformation history per the SAC Phase 2 Loading Protocol. Connection performance was evaluated by plotting load vs. displacement and moment vs. rotation. In addition, column rotation, beam relative-to-column rotation, and panel zone shear deformation were evaluated to assess the system performance of the sub-assemblages.American Institute of Steel Construction (AISC), Manual of Steel Construction, Load and Resistance Factor Design (LRFD), Vol.s I aamp; II, 2nd ed., 1994. American Institute of Steel Construction (AISC), Manual of Steel Construction, Load andanbsp;...
|Title||:||Moment-rotation Behavior of Extended End-plate Connections Under Cyclic Loading, Phase Two Emphasizing Column-side Response|
|Author||:||Jon K. Lindsey|
|Publisher||:||ProQuest - 2007|