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  1. Parametric study of hexagonal castellated beams in post-tensioned self-centering steel connections
  2. Structural evaluation of steel self-centering moment-resisting frames under far-field and near-field earthquakes
  3. Cyclic behavior of hexagonal castellated beams in steel moment-resisting frames with post-tensioned connections
  4. Behavior of corrugated webbed beams in post-tensioned semi-rigid connections