Scheduled presentations:

• Introduction - Acerinox: 40 years supporting stainless steel knowledge
  *L. Peiró (Cedinox- ACERINOX), M. López (Cedinox- ACERINOX)
• High-Strength Steel Columns In Steel Structures – Establishment Of Reference Slenderness Ratios To Select The Appropriate Steel Grade
  *L. Saufnay (University of Liège), J. Demonceau (University of Liège)
• Numerical Investigation of Cold-Formed Stainless Steel Elliptical Hollow Section Beam-Column Members
  Y. YAO (Northeastern University), *W. QUACH (University of Macau), B. YOUNG (The Hong Kong Polytechnic Uni-versity)
• General Method for Slender I-Section Stainless Steel Beam-Columns
  *F. Arrais (Universidade Lusófona - Centro Universitário), M. Jandera (Czech Technical University in Prague)
• Post-fire Behaviour of Stainless Steel Rebars
  D. Hernández-Figueirido (Universitat Jaume I), *A. Lapuebla-Ferri (Universitat Politècnica de València), D. Pons (Universitat Politècnica de València), V. Albero (Universitat Jaume I), A. Piquer (Universitat Jaume I), M. Roig (Universitat Jaume I), C. Ibáñez (ICITECH. Universitat Politècnica de València)
• Structural Behaviour of Stainless Steel Tubular Columns Under Flexural Buckling
  M. Meszaros (UERJ - State University of Rio de Janeiro), *L. Lima (UERJ - State University of Rio de Janeiro), A. Tenchini (UERJ - State University of Rio de Janeiro), M. Rodrigues (UERJ - State University of Rio de Janeiro)
• High strength steels under combined regimes of elevated temperature and high strain rates
  *E. Cadoni (SUPSI), D. Forni (SUPSI)