Abstract: The results of an experimental research study involving the testing of ten full-scale moment resisting connections under simulated seismic loading conditions are presented. Each test specimen modeled the interior joint of ...

Abstract: Nine large-scale subassembly tests were conducted to investigate the behavior of an innovative posttensioned wide flange beam-to-column connection for steel moment resisting frames subjected to seismic loading conditions. ...

Abstract: Compression tests were conducted on high-strength single-cell and multiple-cell box sections with plate width-to-thickness (b/t ) ratios ranging from 48 to 96. Local plate buckling occurred at ...