| Management and Communication in the Office of the Future F Flores University of California, Berkeley, 1982 | 186 | 1982 |
| Advances in the formulation of the rotation-free basic shell triangle E Onate, FG Flores Computer methods in applied mechanics and engineering 194 (21-24), 2406-2443, 2005 | 107 | 2005 |
| A basic thin shell triangle with only translational DOFs for large strain plasticity FG Flores, E Onate International Journal for numerical methods in engineering 51 (1), 57-83, 2001 | 87 | 2001 |
| Buckling of short tanks due to hurricanes FG Flores, LA Godoy Engineering Structures 20 (8), 752-760, 1998 | 87 | 1998 |
| Improvements in the membrane behaviour of the three node rotation-free BST shell triangle using an assumed strain approach FG Flores, E Onate Computer methods in applied mechanics and engineering 194 (6-8), 907-932, 2005 | 81 | 2005 |
| A simple triangular element for thick and thin plate and shell analysis E Oñate, F Zarate, F Flores International Journal for Numerical Methods in Engineering 37 (15), 2569-2582, 1994 | 80 | 1994 |
| Elastic postbuckling analysis via finite element and perturbation techniques. Part 1: Formulation FG Flores, LA Godoy International journal for numerical methods in engineering 33 (9), 1775-1794, 1992 | 72 | 1992 |
| Imperfection sensitivity to elastic buckling of wind loaded open cylindrical tanks LA Godoy, FG Flores Structural Engineering and Mechanics 13 (5), 533-542, 2002 | 64 | 2002 |
| A theoretical case study: the Sn/Ge (111)-(3× 3) surface J Ortega, R Pérez, F Flores Journal of Physics: Condensed Matter 12 (1), L21, 2000 | 61 | 2000 |
| Computationally optimized formulation for the simulation of composite materials and delamination failures X Martinez, F Rastellini, S Oller, F Flores, E Oñate Composites Part B: Engineering 42 (2), 134-144, 2011 | 60 | 2011 |
| A rotation‐free shell triangle for the analysis of kinked and branching shells FG Flores, E Onate International Journal for Numerical Methods in Engineering 69 (7), 1521-1551, 2007 | 52 | 2007 |
| Impact damage prediction in carbon fiber-reinforced laminated composite using the matrix-reinforced mixing theory MA Pérez, X Martínez, S Oller, L Gil, F Rastellini, F Flores Composite Structures 104, 239-248, 2013 | 45 | 2013 |
| A hierarchical finite element for composite laminated beams using a refined zigzag theory LG Nallim, S Oller, E Oñate, FG Flores Composite Structures 163, 168-184, 2017 | 40 | 2017 |
| New assumed strain triangles for non linear shell analysis FG Flores, E Oñate, F Zarate Computational Mechanics 17 (1-2), 107-114, 1995 | 40 | 1995 |
| A reduced stiffness approach for the buckling of open cylindrical tanks under wind loads RC Jaca, LA Godoy, FG Flores, JGA Croll Thin-walled structures 45 (9), 727-736, 2007 | 38 | 2007 |
| Wrinkling and folding analysis of elastic membranes using an enhanced rotation-free thin shell triangular element FG Flores, E Oñate Finite Elements in Analysis and Design 47 (9), 982-990, 2011 | 37 | 2011 |
| A rotation-free thin shell quadrilateral FG Flores, CF Estrada Computer Methods in Applied Mechanics and Engineering 196 (25-28), 2631-2646, 2007 | 31 | 2007 |
| Numerical modelling and experimental validation of steel deep drawing processes: Part II: Applications C García, D Celentano, F Flores, JP Ponthot, O Oliva Journal of materials processing technology 172 (3), 461-471, 2006 | 29 | 2006 |
| Numerical modelling and experimental validation of steel deep drawing processes: Part II: Applications C García, D Celentano, F Flores, JP Ponthot, O Oliva Journal of materials processing technology 172 (3), 461-471, 2006 | 29 | 2006 |
| A simple reduced integration hexahedral solid-shell element for large strains FG Flores Computer Methods in Applied Mechanics and Engineering 303, 260-287, 2016 | 27 | 2016 |
