Venue:

TNO Built Environment and Geosciences
Van Mourik Broekmanweg 6
Delft
The Netherlands

Organizer: Ton Vrouwenvelder

• Conclusions (PDF)
  
• Program (PDF)
  

Presentations

• D.L. Allaix, G. Mancini, Actual safety level with different safety formats used in non-linear analysis
  

• Lars Andersen, John Dalsgaard Sørensen, Reliability of (wind turbine) foundations using nonlinear FEA
  

• Henk Bakker, Strength and loads on water retaining structures (SBW) River dike strengthened with sheet pile
  

• Henk Bakker, Probabilistische Phi/C reductie
  

• Ane de Boer, Sensitivity of material values in FE-NL beamexperiment and From Unity Check index to MC analysis FE-NL segmental tunnel lining
  

• Vladimir Cervenka, Verification of Resistance Global Safety of Rc Structures Based O Non-Linear Fea
  

• Wim Courage, Demonstration reliability software tool Prob2B
  

• Max A.N. Hendriks,, Nonlinear FEM for concrete structures
  

• Michael A.Hicks, FEM and stochastic analysis in geo-engineering
  

• Milan Holicky and Miroslav Sykora, Global resistance factors for reinforced concrete members
  

• Hendrik Schlune, Evaluation of Safety Formats for Nonlinear Finite Element Analysis of Concrete Structures
  

• Timo Schweckendiek, Probabilistic FEM for Sheet Pile Walls
  

• G. Sedlacek F. Bijlaard, M. Feldmann, J. Naumes, General method for lateral and lateral torsional buckling of structural components in Eurocode 3
  

• B. Sudret, G. Blatman, Advanced methods for FE-reliability analysis Adaptive polynomial chaos expansions
  

• B.Sudret, S. Moine, T. Yalamas, Comparing Eurocodes designs with full probabilistic designs for RC beams
  

• Hans Teunissen, Uncertainties in FEM models for frictional materials
  

• Sebastian Thöns, Buckling reliability of steel shells utilising the Eurocode 3 methodology
  

• Cor van der Veen, Ane de Boer, Chantal Frissen, Case study prestressed box-girder Non linear FEA Model factor?
  

• Ton Vrouwenvelder, Raphael Steenbergen, Design rules according to Eurocode and ISO 22394