Scheduled presentations:

• Shear Force Resistance of Plate Girders with Trapezoidally and Sinusoidally Corrugated Webs and Reinforced Circular Web Openings
  *J. Wang (Chair of Steel and Timber Structures, Branden), Z. Li (International University of Applied Sciences,), M. Euler (Brandenburg University of Technology, Chair)
• Buckling Behaviour of Unstiffned Panels of High-Strength Steel Grades S460 and S700
  *R. Arnold (Bauhaus University of Weimar), M. Kraus (Bauhaus University of Weimar), Y. Ali (Technische Universität Ilmenau), S. Eichler (Technische Universität Ilmenau), J. Hildebrand (Technische Universität Ilmenau), J. Bergmann (Technische Universität Ilmenau)
• Increasing the Buckling Capacity with Modal Geometric ‘‘Imperfections’’
  *D. Magisano (Università della Calabria), G. Garcea (Università della Calabria)
• Numerical Recalculation of Experimental Tests on Diagonally Stiffened Steel I-girders
  *S. Zoubek (University of Ljubljana), F. Ljubinković (University of Coimbra), J. Martins (University of Coimbra)
• Thin-Walled shells under External Pressure – Towards a Stable Postbuckling State
  *P. Knoedel (Dr Knoedel Eng. Consultants, Baden-Baden), T. Wacker (ANAKON GmbH, Karlsruhe)
• Simplified Approach for Equiv. Geom. Imperfections to Determine Plate Buckling Load-Bearing Capacity
  *L. Schönfeld (Federal Highway and Transport Research Insti.), C. Ludwig (Hochschule Ruhr West Uni. of Applied Sciences)
• Recommendations for FE Modelling of Plate Buckling
  *C. Ludwig (Hochschule Ruhr West), L. Schönfeld (BAST)