Accordion Web RBS (AW-RBS) connection under cyclic loading Abaqus
| Connection of beam to column with end plate bolted connection under monotonic loading Abaqus
| Connection of beam to column using end plate and bolts under monotonic loading Abaqus
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Cyclic performance of bolted end-plate RWS connection with vertical slits Abaqus
| RWS (reduced web section) connection with elliptical opening under cyclic loading Abaqus
| Connection of beam to the column using top and bottom flange plate under cyclic loading Abaqus
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RBS moment endplate connection under cyclic loading Abaqus
| RBS moment connection in box-column under cyclic loading Abaqus
| Seismic behavior of the welded unreinforced flange-welded web (WUF-W) connection to column Abaqus
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Numerical study of Slotted-Web–Reduced-Flange (SWRF) moment connection Abaqus
| Hysteresis analysis of beam-column connection with vertical stiffener Abaqus
| Moment-resisting connection with RBS under cyclic loading Abaqus
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Static behavior of bolted end-plate joint Abaqus
| Tubular Web RBS (TW-RBS) connection under cyclic loading Abaqus
| Hysteresis analysis of the moment connection with and without RBS Abaqus
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Stainless steel beam-to-column bolted connection under monotonic loading Abaqus
| Hysteresis analysis of RBS with end-plate bolted connection and stiffener Abaqus
| Stainless steel bolted extended end-plate joints under seismic loading Abaqus
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