| Name of Author | Title | Paper | Presentation |
| Z. Sadovský | Probability based design codes in Slovakia | X | |
| – Historical development and new challenges | | |
| P.Tanner | Structural_Behaviour_and_Calibration_1 | X | X |
| M.H.Faber | Reliability Based Code Calibration | X | X |
| J-B Schleich | | |
| M. Sasani | Probabilistic Models for Seismic Design and | X | X |
| Assessment of RC Structural Walls | | |
| T. Vrouwenvelder | Reliability Based Code calibration The use of the JCSS Probabilistic Model Code |
X | |
| N.Shetty | | | |
| R. Skjong | Setting Target Reliabilities by Marginal Safety Returns | X | X |
| R. Rackwitz | Optimization and Target Reliabilities | X | X |
| J.D. Sorensen | Calibration of Partial Safety Factors in Danish Structural Codes | X | |
| R. Skjong | The Probabilistic Code Optimization Module - Procode | X | X |
| Y Honjo | Determination of partial factors for vertically loaded piles | X | |
| for a seismic loading condition based on reliability theory | | |
| A. Teixeira | Assessment of partial safety factors for tankers | X | X |
| M. Holocky | Reliability based calibration of Eurocodes considering a steel member | X | |
| M. Byfield | Safety variations in steel designed using Eurocode 3 | X | |
| J. Markova | Calibration of Reliability Elements for a Column | X | |
| G. Thomos | Reliability Based Calibration ?f the Greek Seismic Code | X | X |
| C. Dymiotis | Calibration of Partial Safety Factors in Danish Structural Codes | X | X |
| P. Friis Hansen | Reliability-based code calibration of partial safety factors | X | |
| N-J Tarp Johansen | Experience with Acceptance Criteriafor Offshore Wind Turbines in Extreme Loading | X | |
| A. Sarja | Reliability based life cycle design and maintenance planning | X | X |
| P.L. Pedersen | Reliability-based Design of New Expansion Joints | X | |
| for the Little Belt Suspension Bridge | | |