Author |
Title of the paper |
ID |
Nagi, M.A. | Enhancing the Life Cycle of RC Structures and Validating Service Life Prediction Models | 229 |
Najjar, Y.M. | An Artificial Intelligence Approach to Objective Health Monitoring and Damage Detection in Concrete Bridge Girders | 329 |
Napoli, A. | Performance of axially loaded concrete cylinders confined with SFRP materials | 298 |
Napoli, A. | Flexural response of RC beams strengthened by MF-FRP laminates: numerical modeling | 299 |
Nematollahi, R. | Investigation of Damage Influence on Modal Participation Ratio in Experimental Modal Test | 10 |
Nishijima, S. | Development of Smart Sensor Formwork System toward High Quality Concrete Structures | 186 |
Noguchi, T. | Development of Smart Sensor Formwork System toward High Quality Concrete Structures | 186 |
Nosouhian, F. | Influence of milled waste glass as partial cement replacement on durability of recycled aggregate concrete in sulfate environment | 258 |
Nunziata, B. | Flexural response of RC beams strengthened by MF-FRP laminates: numerical modeling | 299 |
Nussbaumer, A. | Finite element modeling for fatigue strengthening of metallic riveted bridges using un-bonded pre-stressed CFRP plates | 302 |
Nygaard, P.V. | Corrosion rate measurements of steel in concrete - Evaluation of a new algorithm for analysis of galvanostatic potential transients | 350 |
Nöther, N. | Frequency domain-based distributed and dynamic optical fiber sensing in geotechnical and indsutrial monitoring | 235 |