| Issue Date | Title | Author(s) |
| 10-Jun-2024 | An assessment of 3D scanning methods in physical models | Capitão, R.; Lemos, R.; Fortes, C. J. E. M.; Jónatas, R. |
| Oct-2021 | An estimation of the armour layer damage based on the eroded volume using a time of flight method | Lemos, R.; Fortes, C. J. E. M.; Silva, L. G.; Pinheiro, L. |
| 7-Dec-2022 | An estimation of the damage of scale models of breakwaters using the time of flight method | Lemos, R.; Fortes, C. J. E. M.; Silva, L. G.; Pinheiro, L. |
| Oct-2019 | Analysis of wave overtopping on an impermeable coastal structure using a RANS-VOF numerical model | Santos, G.C.; Teixeira, P.; Didier, E. |
| May-2014 | Assessing the quality of an UAV-based orthomosaic and surface model of a breakwater | Henriques, M. J.; Fonseca, A. M.; Roque, D.; Lima, J. N.; Marnoto, J. |
| 30-May-2017 | Concrete block tracking in breakwater models | Soares, F.; Henriques, M. J.; Rocha, C. |
| 6-Jun-2023 | Damage Evolution in Physical Scale Model Tests of a Stretch of the Breakwater of Peniche Harbour. | Lemos, R.; Fortes, C. J. E. M.; Santos, J. A.; Mendonça, A. C. |
| 7-Mar-2023 | Determination of Wave Run-Up Through the TimesTack Methology and hrough a Resistive Wave Gauge. a Comparative Analysis | Lemos, R.; Fontes, R.; Fortes, C. J. E. M.; Andriolo, U.; Rito, J. |
| Jul-2021 | Experimental and numerical simulations of oblique extreme wave conditions in front of a breakwater’s trunk and round head | Carvalho, R.; Santos, J. A.; BARAJAS, G.O.; Beg, Md. N.A.; LOPES, P.M.; Fortes, C. J. E. M.; Lara, J. L. |
| Feb-2024 | Experimental study of an onshore dual chamber oscillating water column device | Gadelho, J.; REZANEJAD, K.; Guedes Soares, C.; Santos, J. A.; Anastas, G.; Fortes, C. J. E. M. |
| Aug-2020 | A methodology for the evaluation of evolution and risk of breakwaters. Application to Portimão harbor and of Faro-Olhão inlet | Lemos, R.; Capitão, R.; Fortes, C. J. E. M.; Henriques, M. J.; Silva, L. G.; Martins, T. |
| Dec-2012 | MODELLING OF HYDRODYNAMICS AROUND AN IMPERMEABLE BREAKWATER: COMPARISON BETWEEN PHYSICAL AND SPH NUMERICAL MODELING | Didier, E.; Neves, D. R.; Martins, R.; Neves, M. G. |
| 18-Oct-2017 | Monitoring of rubble-mound breakwaters using UAV technology | Henriques, M. J.; Lemos, R.; Capitão, R.; Fortes, C. J. E. M. |
| Jul-2014 | Port infrastructure monitoring (Madeira Island, Portugal) through GNSS, inertial systems and physical and numeric models. | Pereira, M.; Teodoro, A.; Veloso Gomes, F.; Henriques, M. J.; Lima, J. N.; Oliveira, S. |
| Oct-2017 | Rubble mound breakwater damage assessment through stereo photogrammetry in physical scale laboratory tests | Lemos, R.; Santos, J. A.; Fortes, C. J. E. M. |
| Jan-2018 | Rubble mound breakwater damage assessment through stereo photogrammetry in physical scale laboratory tests | Lemos, R.; Santos, J. A.; Fortes, C. J. E. M. |
| 6-May-2024 | The Contribution of Drones to the Monitoring of Rubble-Mound Breakwaters | Henriques, M. J.; Capitão, R.; Fortes, C. J. E. M.; Lemos, R.; Silva, L. G.; Silva, H.; Gonçalves, R. |
| Nov-2020 | Three-dimensional survey in scale model tests of rubble-mound breakwaters. Laser scanning and time of flight methodologies | Lemos, R.; Santos, J. A.; Fortes, C. J. E. M.; Kerpen, N.B. |
| Dec-2016 | Toe berm damage progression analysis using a stereophotogrammetric survey technique | Pedro, F.; Bastos, M.; Lemos, R.; Fortes, C. J. E. M.; Santos, J. A. |
