Proposal of a new method in EN1994-1-2 for the fire design of concrete-filled steel tubular columns V Albero, A Espinos, ML Romero, A Hospitaler, G Bihina, C Renaud Engineering Structures 128, 237-255, 2016 | 68 | 2016 |
Ultra-high strength concrete on eccentrically loaded slender circular concrete-filled dual steel columns C Ibañez, ML Romero, A Espinós, JM Portolés, V Albero Structures 12, 64-74, 2017 | 65 | 2017 |
A 3D finite element model for predicting the fire behavior of hollow-core slabs JV Aguado, V Albero, A Espinos, A Hospitaler, ML Romero Engineering Structures 108, 12-27, 2016 | 37 | 2016 |
Numerical study on the flexural behaviour of slim-floor beams with hollow core slabs at elevated temperature V Albero, A Espinós, E Serra, ML Romero, A Hospitaler Engineering Structures 180, 561-573, 2019 | 35 | 2019 |
Recent developments and fire design provisions for CFST columns and slim-floor beams ML Romero, A Espinós, A Lapuebla-Ferri, V Albero, A Hospitaler Journal of Constructional Steel Research 172, 106159, 2020 | 33 | 2020 |
Numerical study on axially loaded ultra-high strength concrete-filled dual steel columns D Pons, A Espinós, V Albero, ML Romero Steel and Composite Structures, An International Journal 26 (6), 705-717, 2018 | 32 | 2018 |
Optimal design of prestressed concrete hollow core slabs taking into account its fire resistance V Albero, H Saura, A Hospitaler, JM Montalvà, ML Romero Advances in Engineering Software 122, 81-92, 2018 | 29 | 2018 |
Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads V Albero, C Ibañez, A Piquer, D Hernández-Figueirido Journal of Constructional Steel Research 176, 106365, 2021 | 20 | 2021 |
Advanced materials for concrete-filled tubular columns and connections A Espinos, ML Romero, A Hospitaler, AM Pascual, V Albero Structures 4, 105-113, 2015 | 18 | 2015 |
Simplified proposal for the temperature field of steel-reinforced CFST columns exposed to fire D Medall, A Espinós, V Albero, ML Romero Engineering Structures 273, 115083, 2022 | 10 | 2022 |
Interaction diagram based method for fire resistance design of eccentrically loaded concrete-filled steel tubular columns V Albero, A Espinós, ML Romero, YC Wang, C Renaud, P Schaumann, ... Thin-Walled Structures 130, 641-651, 2018 | 10 | 2018 |
Innovative solutions for enhancing the fire resistance of slim-floor beams: Thermal experiments V Albero, E Serra, A Espinós, ML Romero, A Hospitaler Journal of Constructional Steel Research 165, 105897, 2020 | 9 | 2020 |
Fire design of slim‐floor beams ML Romero, V Albero, A Espinós, A Hospitaler Stahlbau 88 (7), 665-674, 2019 | 9 | 2019 |
Sustainability assessment of constructive solutions for urban Spain: a multi-objective combinatorial optimization problem S Martínez, C González, A Hospitaler, V Albero Sustainability 11 (3), 839, 2019 | 9 | 2019 |
Experimental residual capacity of steel-reinforced concrete-filled steel tubular stub columns after fire exposure D Medall, C Ibáñez, V Albero, A Espinós, ML Romero Thin-Walled Structures 189, 110900, 2023 | 7 | 2023 |
Sectional model for the fire evaluation of reinforced concrete columns subjected to biaxial bending DL Peña, V Albero, C Ibáñez, A Hospitaler Engineering Structures 247, 113094, 2021 | 6 | 2021 |
Experimental study on the thermal behaviour of fire exposed slim-floor beams V Albero, A Espinós, E Serra, ML Romero, A Hospitaler Proceedings of the 12th International Conference on Advances in Steel …, 2018 | 6 | 2018 |
10.08: Application of advanced materials for enhancing the fire performance of slim‐floors A Espinós, V Albero, ML Romero, A Hospitaler, C Ibáñez ce/papers 1 (2-3), 2572-2581, 2017 | 6 | 2017 |
Influence of spalling on the biaxial bending resistance of reinforced concrete columns exposed to fire DL Peña, C Ibáñez, V Albero, A Espinós, A Hospitaler, ML Romero The University of Queensland, 2020 | 5 | 2020 |
Utilisation of Ceramic Stoneware Tile Waste as Recycled Aggregate in Concrete M Roig-Flores, L Reig, V Albero, D Hernández-Figueirido, ... Buildings 13 (8), 1968, 2023 | 4 | 2023 |