- Measurements and interpretation of dynamic loads on bridges phase 3.: Fatigue strength of orthotropic steel decks: final report.
- The fatigue behaviour of axially loaded t-joints between rectangular hollow sections under random loading
- Measurements and interpretation of dynamic loads on bridges - phase 3 fatigue strength of orthotropic steel decks: Part 2. Trough to crossbeam connections
- Measurements and interpretation of dynamic loads on bridges - phase 3 fatigue strength of orthotropic steel decks: Part 1. Field-Welded Rib Joints
- Measurements and interpretation of dynamic loads on bridges, Phase 3: Fatigue strength of Orthotropic Steel Decks
- Low cycle fatigue of welded structures: Analysis of low cycle fatigue tests on welded plate specimens
- Low cycle fatigue of welded structures: Analysis of low cycle fatigue tests on tubular T- and X-joints
- Measurements and interpretation of dynamic loads on bridges: Fatigue strength of Orthotropic Steel Decks (Interim report, period January 1 - June 30,1988)
- Measurements and interpretation of dynamic loads on bridges, Phase 3: Fatigue strength of Orthotropic Steel Decks (Interim report, period July 1 - December 31,1987)
- Measurements and interpretation of dynamic loads on bridges: Fatigue strength of Orthotropic Steel Decks (Interim report, period July 1 - December 31,1986)
- The effect of residual stresses and R-value on the service life of welded connections subject to fatigue
- Measurements and interpretation of dynamic loads on bridges phase 2: Technical Report for the period 1-7-1980 until 1-1-1981
- Measurements and interpretation of dynamic loads on bridges: ECSC contract number 7210-KD/6/604 Final report Haagsche Schouw Bridge, Rheden Bridge