| A model for the 3D kinematic interaction analysis of pile groups in layered soils F Dezi, S Carbonari, G Leoni Earthquake Engineering & Structural Dynamics 38 (11), 1281-1305, 2009 | 166 | 2009 |
| State of the art on the time-dependent behaviour of composite steel–concrete structures G Ranzi, G Leoni, R Zandonini Journal of constructional steel Research 80, 252-263, 2013 | 138 | 2013 |
| Time-dependent analysis of shear-lag effect in composite beams L Dezi, F Gara, G Leoni, AM Tarantino Journal of Engineering Mechanics 127 (1), 71-79, 2001 | 124 | 2001 |
| Kinematic bending moments in pile foundations F Dezi, S Carbonari, G Leoni Soil Dynamics and Earthquake Engineering 30 (3), 119-132, 2010 | 117 | 2010 |
| Displacement‐based formulations for composite beams with longitudinal slip and vertical uplift F Gara, G Ranzi, G Leoni International journal for numerical methods in engineering 65 (8), 1197-1220, 2006 | 96 | 2006 |
| A beam finite element including shear lag effect for the time-dependent analysis of steel–concrete composite decks F Gara, G Leoni, L Dezi Engineering Structures 31 (8), 1888-1902, 2009 | 87 | 2009 |
| Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study G Ranzi, F Gara, G Leoni, MA Bradford Computers & structures 84 (13-14), 930-941, 2006 | 84 | 2006 |
| Time-dependent analysis of prestressed composite beams L Dezi, G Leoni, AM Tarantino Journal of Structural Engineering 121 (4), 621-633, 1995 | 82 | 1995 |
| Algebraic methods for creep analysis of continuous composite beams L Dezi, G Leoni, AM Tarantino Journal of Structural Engineering 122 (4), 423-430, 1996 | 81 | 1996 |
| Linear soil–structure interaction of coupled wall–frame structures on pile foundations S Carbonari, F Dezi, G Leoni Soil Dynamics and Earthquake Engineering 31 (9), 1296-1309, 2011 | 74 | 2011 |
| Soil-structure interaction effects in single bridge piers founded on inclined pile groups S Carbonari, M Morici, F Dezi, F Gara, G Leoni Soil Dynamics and Earthquake Engineering 92, 52-67, 2017 | 67 | 2017 |
| Nonlinear seismic behaviour of wall‐frame dual systems accounting for soil–structure interaction S Carbonari, F Dezi, G Leoni Earthquake engineering & structural dynamics 41 (12), 1651-1672, 2012 | 62 | 2012 |
| Seismic soil–structure interaction in multi‐span bridges: application to a railway bridge S Carbonari, F Dezi, G Leoni Earthquake engineering & structural dynamics 40 (11), 1219-1239, 2011 | 61 | 2011 |
| An innovative seismic-resistant steel frame with reinforced concrete infill walls A Dall'Asta, G Leoni, F Morelli, W Salvatore, A Zona Engineering Structures 141, 144-158, 2017 | 53 | 2017 |
| Simplified method of analysis accounting for shear-lag effects in composite bridge decks F Gara, G Ranzi, G Leoni Journal of Constructional Steel Research 67 (10), 1684-1697, 2011 | 51 | 2011 |
| Effective slab width in prestressed twin-girder composite decks L Dezi, F Gara, G Leoni Journal of Structural Engineering 132 (9), 1358-1370, 2006 | 47 | 2006 |
| Integrated approach for seismic vulnerability analysis of historic massive defensive structures A Dall’Asta, G Leoni, A Meschini, E Petrucci, A Zona Journal of Cultural Heritage 35, 86-98, 2019 | 46 | 2019 |
| Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study F Gara, G Ranzi, G Leoni Journal of Constructional Steel Research 62 (9), 917-930, 2006 | 46 | 2006 |
| Static equivalent method for the kinematic interaction analysis of single piles F Dezi, S Carbonari, G Leoni Soil Dynamics and Earthquake Engineering 30 (8), 679-690, 2010 | 45 | 2010 |
| Creep and shrinkage analysis of composite beams L Dezi, G Leoni, AM Tarantino Progress in Structural Engineering and Materials 1 (2), 170-177, 1998 | 45 | 1998 |
Andrea Dall'AstaProfessorE-mailová adresa ověřena na: unicam.it
