(41 - 60 of 633)
- Set-up for establishing residual service-life monitoring of bearing capacity and road design of Dutch highways
- A proposal for determining the remaining time to chloride induced corrosion initiation of existing reinforced concrete structures
- Improved method to calculate additional ramps explicitly (CARE2) in quantitative risk analysis for road tunnels
- Application of rational methods for the selection of the most plausible FE models in structural analysis
- Long-term performance of marine structures in the Netherlands - validation of predictive models for chloride ingress
- Full scale investigation of the wind loads on a light-weight building-integrated photovoltaic system
(41 - 60 of 633)