Continuing Education

Stability Under Seismic Loading Conditions [S3]

Dynamic effects of geometric non-linearity on inelastic frame behavior for seismic applications, OpenSees modeling of wood sheathed cold-formed steel framed shear walls, OpenSees simulation of steel column axial cyclic response including local buckling, Observations from full-scale cyclic tests on deep, slender wide-flange structural steel beam-columns.
  • Date: 3/25/2015 - 3/27/2015
  • PDH Credits: 0


Clarence Miller

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