| Author |
Title of the paper |
ID |
| Palmieri, A | Bond behavior of NSM FRP bars at elevated temperatures | 204 |
| Parvin A. | Impact Load Response of Concrete Beams Strengthened with Composites | 291 |
| Parvin, A | Repair of reinforced concrete bridge systems with composites | 317 |
| Peiris, A. | Implementation of Structural Monitoring: Advantages and Limitations | 119 |
| Perri, F. | Experimental investigation on the behavior of composite laminates bonded on masonry | 181 |
| Pianta S | Experimental and numerical Modal identification of L'Aquila Margherita palace | 273 |
| Piot, S | Application of new tools for the monitoring of Nuclear containments | 345 |
| Portmann, B. | Life-time extension of masonry-arch bridges | 226 |
| Posenato, D. | SHM of Ageing Reinforced Concrete Structures | 265 |
| Prota, A | Modeling FRP confinement effectiveness limited by failure of free edge of jackets | 162 |
| Proto, A | Modeling of RC wall-like columns FRP confinement | 125 |
| Proto, A | Influence of FRP reinforcement layout and geometry on different masonry brickwork panels | 127 |
| Pukl, R | Reliability/risk assessment of concrete structures: Methodology, software and case study | 179 |