| Author |
Title of the paper |
ID |
| Pai, S.G.S. | Exploring the solution space in error-domain model falsification using classification algorithms | 134 |
| Pakzad, S.N. | Structural Damage Diagnosis with Time-Varying Loads Using Convolutional Neural Network | 211 |
| Pampanin, S. | Towards the practical implementation of performance-based assessment and retrofit strategies for RC buildings: challenges and solutions | KNSP |
| Park, J. | Analysis of Structural Health Monitoring Data for cable-stayed bridge with ruptured cables | 182 |
| Park, H. | SMA Bar Dampers using Bending Behavior Combined with Tension or Compression | 318 |
| Park, S. | SMA Bar Dampers using Bending Behavior Combined with Tension or Compression | 318 |
| Partl, M.N. | Monitoring the flow of asphalt mixtures compacted on two different rough surfaces | 115 |
| Parvin, A. | Performance Evaluation of Concrete Structures Reinforced by Corrosion Free FRP and SMA Materials | 97 |
| Parvin, A. | Collapse Analysis of Concrete Frame Structures Subjected to Extreme Loading | 98 |
| Patassy, G. | Structural health monitoring of a “Stary most” bridge in Bratislava with novel FBG technology | 150 |
| Peiris, A. | 20 Years of CFRP in Kentucky’s Bridges | 19 |
| Pellegrino, C. | Experimental behavior of a severely damaged RC beam-column joint repaired with FRCM composites | 263 |
| Pellegrino, C. | Internal and external transversal reinforcement interaction in RC beams strengthened in shear with externally bonded composites | 35 |
| Pelvan, S.C. | Dynamic identification-model updating-seismic performance assessment of stone arch bridges | 132 |
| Penna, A. | Seismic retrofit of cultural heritage buildings – when less is more | KNKB |
| Peppa, I. | Potential of detecting dynamic motion by analysing SNR of GPS satellite signals | 183 |
| Perera, R. | Time-dependent bond behavior between NSM CFRP strips and concrete | 288 |
| Perry, M. | Predicting Freeze-Thaw Damage using Tipping Point Analysis of Strain Data | 38 |
| Pinero, I. | Experimental evaluation of the developed reinforcement system in FASSTbridge project | 178 |
| Pinto da Silva Filho, L.C. | Fatigue life prediction of RC beams strengthened with FRP through MLE method | 236 |
| Plemic, P. | Design, Construction, and Performance of an Elevated Slab Reinforced with GFRP Bars | 129 |
| Poonswat, T. | Behavior of Concrete Confined by Jute Natural Fiber Reinforced Polymer with Heat Treatment | 276 |
| Popovic, N. | Tools for efficient and accurate strain cycles monitoring of metallic railway bridges with wireless sensor networks | 22 |
| Portmann, B. | Natural stone floors monitoring – inference on persistence of humidity spots | 73 |
| Prota, A. | Probability based comparison of retrofit methods for existing nonductile concrete frames | 124 |
| Prota, A. | Effect of FRCM properties on masonry out of plane strengthening | 212 |
| Prota, A. | Retrofit of corroded reinforced concrete buildings to improve their seismic capacity | 214 |
| Prota, A. | Ductility improvement of existing RC columns strengthened with CFRP | 280 |
| Przygocka, M. | Preloading effect on strengthening efficiency of RC beams strengthened with NSM strips | 299 |
| Psimoulis, P. | Potential of detecting dynamic motion by analysing SNR of GPS satellite signals | 183 |
| Psimoulis, P. | GNSS and Earth Observation for Structural Health Monitoring (GeoSHM) of the Forth Road Bridge | 185 |
| Pul, S. | An Experimental Study on Effects of Lap-Spliced Joint on Structural Behavior of RC Columns | 283 |
| Pul, S. | Finite Element Analysis for Obtaining Structural Performance of Bridge Pier Interacting with Soil | 284 |
| Pupo Ordono, D. | Use of the disipador SL-B in the rehabilitation of health facilities in Cuba. | 326 |
| Puzrin, A. | Structural health monitoring of airfield pavements using distributed fiber - optics sensing | 133 |