Scheduled presentations:

• Current AISC Design Provisions Applied to High-Strength Steel Columns – Preliminary Results
  S. Quayyum (Manhattan University), C. Ziemian (Bucknell University), E. Wolford-Tuffy (Erdman Anthony), *R. Ziemian (Bucknell University)
• Second-Order Effects on EBF Yielding Links: New Design Equations for Overstrength and Capacity
  *P. Mortazavi (University of Minnesota), C. Christopoulos (University of Toronto), O. Kwon (University of Toronto)
• Single Angle Columns Connected Through the Leg – Stability and Design Assessment
  *A. Simonetto Pessutto (UFRGS), H. Martins Gomes (UFRGS), E. Mesacasa Junior (UFRGS)
• Component Testing of Buckling Restrained Braces (BRB) Using Steel-Mortar Planks
  *S. Guntepe (Istanbul Technical University), O. Koz (Istanbul Technical University), T. Onal (Kawakin Core Tech. Co., Ltd.), G. Arakawa (Kawakin Core Tech. Co., Ltd.), N. Ahmadullah (Kawakin Core Tech. Co., Ltd.), O. Celik (Istanbul Technical University)
• Bimoment influence on the Lateral-Torsional Buckling of Isolated beams
  *M. Simoncelli (Politecnico di Milano), A. Pisapia (Pegaso Telematic University)
• Bimoment Inflence on The Design of Steel Elements according to the European Standards
  *M. simoncelli (Politecnico di Milano)
• Retrofitting of an industrial steel hall roof truss
  *H. Köber (University of Civil Engineering Bucharest), S. Ștefănescu (Technical University of Civil Engineering)
• New GBT formulation for the stability analysis of thin-walled cylinders
  *M. Nedelcu (Technical University of Cluj-Napoca)