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
SPEAKER(S)
Clarence Miller