| Asymptotic post-buckling FEM analysis using corotational formulation G Garcea, A Madeo, G Zagari, R Casciaro International Journal of Solids and Structures 46 (2), 377-397, 2009 | 130 | 2009 |
| A mixed formulation and mixed finite elements for limit analysis R Casciaro, L Cascini International Journal for Numerical Methods in Engineering 18 (2), 211-243, 1982 | 117 | 1982 |
| Finite element shakedown analysis of two‐dimensional structures G Garcea, G Armentano, S Petrolo, R Casciaro International Journal for Numerical Methods in Engineering 63 (8), 1174-1202, 2005 | 109 | 2005 |
| Mixed formulation and locking in path-following nonlinear analysis G Garcea, GA Trunfio, R Casciaro Computer methods in applied mechanics and engineering 165 (1-4), 247-272, 1998 | 97 | 1998 |
| A mixed solution strategy for the nonlinear analysis of brick masonry walls G Formica, V Sansalone, R Casciaro Computer Methods in Applied Mechanics and Engineering 191 (51-52), 5847-5876, 2002 | 95 | 2002 |
| An iterative method for shakedown analysis R Casciaro, G Garcea Computer methods in applied mechanics and engineering 191 (49-50), 5761-5792, 2002 | 86 | 2002 |
| Finite element asymptotic analysis of slender elastic structures: a simple approach R Casciaro, G Salerno, AD Lanzo International journal for numerical methods in engineering 35 (7), 1397-1426, 1992 | 85 | 1992 |
| Perturbation approach to elastic post-buckling analysis R Casciaro, G Garcea, G Attanasio, F Giordano Computers & structures 66 (5), 585-595, 1998 | 81 | 1998 |
| Asymptotic post‐buckling analysis of rectangular plates by HC finite elements AD Lanzo, G Garcea, R Casciaro International Journal for numerical methods in engineering 38 (14), 2325-2345, 1995 | 80 | 1995 |
| Multilevel approach for brick masonry walls–Part I: A numerical strategy for the nonlinear analysis S Brasile, R Casciaro, G Formica Computer Methods in Applied Mechanics and Engineering 196 (49-52), 4934-4951, 2007 | 72 | 2007 |
| The implicit corotational method and its use in the derivation of nonlinear structural models for beams and plates G Garcea, A Madeo, R Casciaro Journal of Mechanics of Materials and Structures 7 (6), 509-538, 2012 | 71 | 2012 |
| Mode jumping and attractive paths in multimode elastic buckling G Salerno, R Casciaro International Journal for Numerical Methods in Engineering 40 (5), 833-861, 1997 | 60 | 1997 |
| Computational asymptotic post-buckling analysis of slender elastic structures R Casciaro Phenomenological and mathematical modelling of structural instabilities, 195-276, 2005 | 59 | 2005 |
| Extrapolation locking and its sanitization in Koiter's asymptotic analysis G Garcea, G Salerno, R Casciaro Computer Methods in Applied Mechanics and Engineering 180 (1-2), 137-167, 1999 | 58 | 1999 |
| Koiter analysis of folded structures using a corotational approach G Zagari, A Madeo, R Casciaro, S de Miranda, F Ubertini International Journal of Solids and Structures 50 (5), 755-765, 2013 | 57 | 2013 |
| An isostatic quadrilateral membrane finite element with drilling rotations and no spurious modes A Madeo, G Zagari, R Casciaro Finite Elements in Analysis and Design 50, 21-32, 2012 | 56 | 2012 |
| Assumed stress formulation of high order quadrilateral elements with an improved in-plane bending behaviour A Bilotta, R Casciaro Computer Methods in Applied Mechanics and Engineering 191 (15-16), 1523-1540, 2002 | 54 | 2002 |
| Nonlinear FEM analysis for beams and plate assemblages based on the implicit corotational method G Garcea, A Madeo, R Casciaro Journal of Mechanics of Materials and Structures 7 (6), 539-574, 2012 | 53 | 2012 |
| Path‐following analysis of thin‐walled structures and comparison with asymptotic post‐critical solutions G Garcea, GA Trunfio, R Casciaro International journal for numerical methods in engineering 55 (1), 73-100, 2002 | 52 | 2002 |
| Time evolutional analysis of nonlinear structures R Casciaro Meccanica 10, 156-167, 1975 | 49 | 1975 |
Giovanni GarceaProfessor of Solid and Structural Mechanics, Subject Editor for J. Applied Mathematical ModellingVerified email at unical.it
