| OC5 project phase II: validation of global loads of the DeepCwind floating semisubmersible wind turbine AN Robertson, F Wendt, JM Jonkman, W Popko, H Dagher, S Gueydon, ... Energy Procedia 137, 38-57, 2017 | 370 | 2017 |
| Cyclic constitutive model for concrete JF Sima, P Roca, C Molins Engineering structures 30 (3), 695-706, 2008 | 238 | 2008 |
| Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 2: Numerical simulation O Arnau, C Molins Tunnelling and Underground Space Technology 26 (6), 778-788, 2011 | 206 | 2011 |
| Predicting the pullout response of inclined hooked steel fibers F Laranjeira, C Molins, A Aguado Cement and concrete research 40 (10), 1471-1487, 2010 | 206 | 2010 |
| Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test.: Part 1: Test configuration and execution C Molins, O Arnau Tunnelling and Underground Space Technology 26 (6), 764-777, 2011 | 193 | 2011 |
| Strength capacity of masonry wall structures by the equivalent frame method P Roca, C Molins, AR Marí Journal of structural engineering 131 (10), 1601-1610, 2005 | 178 | 2005 |
| Three dimensional structural response of segmental tunnel linings O Arnau, C Molins Engineering structures 44, 210-221, 2012 | 177 | 2012 |
| Characterization of the orientation profile of steel fiber reinforced concrete F Laranjeira, S Grünewald, J Walraven, C Blom, C Molins, A Aguado Materials and structures 44, 1093-1111, 2011 | 174 | 2011 |
| Framework to predict the orientation of fibers in FRC: A novel philosophy F Laranjeira, A Aguado, C Molins, S Grünewald, J Walraven, S Cavalaro Cement and Concrete Research 42 (6), 752-768, 2012 | 157 | 2012 |
| Double Punch Test to control the energy dissipation in tension of FRC (Barcelona test) C Molins, A Aguado, S Saludes Materials and Structures 42, 415-425, 2009 | 154 | 2009 |
| Capacity of masonry arches and spatial frames C Molins, P Roca Journal of structural engineering 124 (6), 653-663, 1998 | 127 | 1998 |
| Numerical prediction of the behavior, strength and elasticity of masonry in compression A Drougkas, P Roca, C Molins Engineering Structures 90, 15-28, 2015 | 121 | 2015 |
| Predicting the pullout response of inclined straight steel fibers F Laranjeira, A Aguado, C Molins Materials and structures 43, 875-895, 2010 | 116 | 2010 |
| Sensitivity analysis on the levelized cost of energy for floating offshore wind farms M Lerch, M De-Prada-Gil, C Molins, G Benveniste Sustainable Energy Technologies and Assessments 30, 77-90, 2018 | 111 | 2018 |
| A new design method for steel fibre reinforced concrete pipes A de la Fuente, RC Escariz, AD de Figueiredo, C Molins, A Aguado Construction and Building Materials 30, 547-555, 2012 | 110 | 2012 |
| Compressive strength and elasticity of pure lime mortar masonry A Drougkas, P Roca, C Molins Materials and structures 49, 983-999, 2016 | 104 | 2016 |
| Comparative levelized cost of energy analysis R Ebenhoch, D Matha, S Marathe, PC Muñoz, C Molins Energy Procedia 80, 108-122, 2015 | 88 | 2015 |
| Theoretical and numerical analysis of the three-dimensional response of segmental tunnel linings subjected to localized loads O Arnau, C Molins Tunnelling and Underground Space Technology 49, 384-399, 2015 | 62 | 2015 |
| Efficient preliminary floating offshore wind turbine design and testing methodologies and application to a concrete spar design D Matha, F Sandner, C Molins, A Campos, PW Cheng Philosophical Transactions of the Royal Society A: Mathematical, Physical …, 2015 | 59 | 2015 |
| Longitudinal time-dependent response of segmental tunnel linings O Arnau, C Molins, CBM Blom, JC Walraven Tunnelling and underground space technology 28, 98-108, 2012 | 57 | 2012 |
