Continuing Education

Stability of Steel Bridge Systems [S4]

Effect of imperfection n x-type cross frame forces in two-span continuous steel I girder bridge systems, Curvature effect on shear behavior of horizontally curved steel girder bridges, Internal bracing requirements of horizontally curved box girders, An assessment of lateral torsional buckling resistance equations for I-section members.
  • Date: 3/25/2015 - 3/27/2015
  • PDH Credits: 0


Peter Birkemoe

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