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Showing 1 to 3 of 3 for “"connection demands"”.

  1. Effect of Column Axial Load on Skewed SMF RBS Connection Demands

    … the use of non-orthogonal (skewed) beam-column connection geometries. A recent study has investigated laterally skewed moment frame connections, indicating that skew increases the potential for column twist and column flange yielding; however, it is unclear how realistic column axial loads will …

    arkansas Repository record for Effect of Column Axial Load on Skewed SMF RBS Connection Demands (opens in a new tab)

  2. Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios

    … simplified component models for beam and girder connections. Accurate structural and non-structural masses were used to capture realistic inertial effects. The models were then analyzed using the Abaqus/Explicit finite element analysis engine to simulate instantaneous structural loss of a single …

    uiuc Repository record for Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios (opens in a new tab)

  3. On the Seismic Performance of Skewed Special Moment Frame Reduced Beam Section Connections

    … features. Reduced beam section (RBS) connections are popular SMF connection details developed following the Northridge earthquake to limit brittle fractures within connection welds. Current American Institute of Steel Construction (ASIC) provisions (i.e. AISC 341-16) provide …

    arkansas Repository record for On the Seismic Performance of Skewed Special Moment Frame Reduced Beam Section Connections (opens in a new tab)