| Innovative rubble mound breakwaters for overtopping wave energy conversion D Vicinanza, P Contestabile, JQH Nørgaard, TL Andersen Coastal Engineering 88, 154-170, 2014 | 183 | 2014 |
| Beach response to wave energy converter farms acting as coastal defence E Mendoza, R Silva, B Zanuttigh, E Angelelli, TL Andersen, L Martinelli, ... Coastal Engineering 87, 97-111, 2014 | 130 | 2014 |
| Wave loadings acting on innovative rubble mound breakwater for overtopping wave energy conversion P Contestabile, C Iuppa, E Di Lauro, L Cavallaro, TL Andersen, ... Coastal Engineering 122, 60-74, 2017 | 125 | 2017 |
| Upgrade of coastal defence structures against increased loadings caused by climate change: A first methodological approach HF Burcharth, TL Andersen, JL Lara Coastal Engineering 87, 112-121, 2014 | 103 | 2014 |
| Wave run-up on slender piles in design conditions—Model tests and design rules for offshore wind TL Andersen, P Frigaard, ML Damsgaard, L De Vos Coastal Engineering 58 (4), 281-289, 2011 | 68 | 2011 |
| A new active absorption system and its performance to linear and non-linear waves TL Andersen, M Clavero, P Frigaard, M Losada, JI Puyol Coastal Engineering 114, 47-60, 2016 | 67 | 2016 |
| Wave loads on rubble mound breakwater crown walls in deep and shallow water wave conditions JQH Nørgaard, TL Andersen, HF Burcharth Coastal Engineering 80, 137-147, 2013 | 67 | 2013 |
| Wave loadings acting on overtopping breakwater for energy conversion D Vicinanza, JH Nørgaard, P Contestabile, TL Andersen Journal of Coastal Research, 1669-1674, 2013 | 66 | 2013 |
| Distribution of individual wave overtopping volumes in shallow water wave conditions JQH Nørgaard, TL Andersen, HF Burcharth Coastal Engineering 83, 15-23, 2014 | 56 | 2014 |
| Three-dimensional investigations of wave overtopping on rubble mound structures TL Andersen, HF Burcharth Coastal Engineering 56 (2), 180-189, 2009 | 56 | 2009 |
| Estimation of incident and reflected wave trains in highly nonlinear two-dimensional irregular waves M Røge Eldrup, T Lykke Andersen Journal of Waterway, Port, Coastal, and Ocean Engineering 145 (1), 04018038, 2019 | 53 | 2019 |
| A new formula for front slope recession of berm breakwaters TL Andersen, HF Burcharth Coastal engineering 57 (4), 359-374, 2010 | 51 | 2010 |
| Estimation of incident and reflected components in highly nonlinear regular waves TL Andersen, MR Eldrup, P Frigaard Coastal Engineering 119, 51-64, 2017 | 50 | 2017 |
| Hydraulic Response of Rubble Mound Breakwaters: scale effects-berm breakwaters T Lykke Andersen Aalborg University, 2006 | 46 | 2006 |
| Experimental study of the development of scour and backfilling PA Hartvig, JMC Thomsen, P Frigaard, TL Andersen Coastal Engineering Journal 52 (02), 157-194, 2010 | 41 | 2010 |
| AquaBuOY-the offshore wave energy converter numerical modeling and optimization A Weinstein, G Fredrikson, L Claeson, J Forsberg, MJ Parks, K Nielsen, ... Oceans 2003. Celebrating the Past... Teaming Toward the Future (IEEE Cat. No …, 2003 | 36 | 2003 |
| Applicability of nonlinear wavemaker theory MR Eldrup, T Lykke Andersen Journal of Marine Science and Engineering 7 (1), 14, 2019 | 35 | 2019 |
| Hydraulic response of rubble mound breakwaters: scale effects-berm breakwaters TL Andersen | 35 | 2006 |
| Innovative engineering solutions and best practices to mitigate coastal risk HF Burcharth, B Zanuttigh, TL Andersen, JL Lara, GJ Steendam, P Ruol, ... Coastal risk management in a changing climate, 55-170, 2015 | 34 | 2015 |
| Comparison of new large and small scale overtopping tests for rubble mound breakwaters TL Andersen, HF Burcharth, X Gironella Coastal Engineering 58 (4), 351-373, 2011 | 34 | 2011 |