Scheduled presentations:

• Finite Element Approach on the Behaviour of the Demountable Shear Connection in Cold-Formed Steel-Concrete Composite Beams
  *V. ŽUVELEK (FACULTY OF CIVIL ENGINEERING ZAGREB), I. ĆURKOVIĆ (FACULTY OF CIVIL ENGINEERING ZAGREB), I. LUKAČEVIĆ (FACULTY OF CIVIL ENGINEERING ZAGREB), A. RAJIĆ (FACULTY OF CIVIL ENGINEERING ZAGREB)
• Composite Columns Made of Concrete-Filled Hollow Steel Sections with Embedded Steel Cores using High-Strength Steel
  *J. Nonn (RWTH-Aachen University), K. Wolters (RWTH-Aachen University), T. Janiak (RWTH-Aachen University), M. Claßen (RWTH-Aachen University), M. Feldmann (RWTH-Aachen University)
• Compressive Behaviour of Hollow and Concrete-filled Steel Tubular Columns Stiffened with Semi-circles
  *S. Li (The University of Hong Kong), T. Chan (The University of Hong Kong), B. Young (The Hong Kong Polytechnic University)
• Performance of LWT-FLOOR Steel-Concrete Composite Floor Beams: Full-Scale Experimental Study
  *I. Lukačević (University of Zagreb, Faculty of Civil Engine), I. Ćurković (University of Zagreb, Faculty of Civil Engine), A. Rajić (University of Zagreb, Faculty of Civil Engine), V. Žuvelek (University of Zagreb, Faculty of Civil Engine)
• Assessment Of The Load Bearing Models For A Ductile Behaviour Of Connections Between Steel Beams And CLT Panels
  *A. Turgut (Universiteit Hasselt), H. Degée (Universiteit Hasselt), J. Henriques (Universiteit Hasselt)
• Experimental Investigation on the Behaviour of the Demountable Shear Connection in Cold-Formed Steel-Concrete Composite Beams
  *I. ĆURKOVIĆ (FACULTY OF CIVIL ENGINEERING ZAGREB), I. LUKAČEVIĆ (FACULTY OF CIVIL ENGINEERING ZAGREB), V. ŽUVELEK (FACULTY OF CIVIL ENGINEERING ZAGREB), A. RAJIĆ (FACULTY OF CIVIL ENGINEERING ZAGREB)
• Steel Framing Buildings with Concrete-Filled Cold-Formed Studs. Earthquake-Resistant Capacity
  *J. Navarro (ITeC, The Catalan Institute of Construction T), O. Bové (Universitat Politècnica de Catalunya Barcelon), M. Casafont (Universitat Politècnica de Catalunya Barcelon), F. López-Almansa (Universitat Politècnica de Catalunya Barcelon)
• Second-Order Flexibility-Based Beam-Column Element for Fire-Exposed Structural Member Analysis
  *C. Chiorean (Technical University of Cluj-Napoca)