A steel–concrete composite beam model with partial interaction including the shear deformability of the steel component G Ranzi, A Zona Engineering Structures 29 (11), 3026-3041, 2007 | 171 | 2007 |
Non-linear analysis of composite beams by a displacement approach A Dall’Asta, A Zona Computers & structures 80 (27-30), 2217-2228, 2002 | 168 | 2002 |
Elastoplastic model for steel buckling-restrained braces A Zona, A Dall'Asta Journal of Constructional Steel Research 68 (1), 118-125, 2012 | 155 | 2012 |
Finite element models for nonlinear analysis of steel–concrete composite beams with partial interaction in combined bending and shear A Zona, G Ranzi Finite Elements in Analysis and Design 47 (2), 98-118, 2011 | 134 | 2011 |
Slip locking in finite elements for composite beams with deformable shear connection A Dall'Asta, A Zona Finite Elements in Analysis and Design 40 (13-14), 1907-1930, 2004 | 103 | 2004 |
Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection A Dall'Asta, A Zona Finite Elements in Analysis and Design 40 (4), 425-448, 2004 | 100 | 2004 |
A geometric nonlinear model for composite beams with partial interaction G Ranzi, A Dall’Asta, L Ragni, A Zona Engineering Structures 32 (5), 1384-1396, 2010 | 89 | 2010 |
Nonlinear seismic response analysis of steel–concrete composite frames A Zona, M Barbato, JP Conte Journal of structural engineering 134 (6), 986-997, 2008 | 81 | 2008 |
Vision-based vibration monitoring of structures and infrastructures: An overview of recent applications A Zona Infrastructures 6 (1), 4, 2020 | 72 | 2020 |
Probabilistic three-dimensional finite element study on composite beams with steel trapezoidal decking F Tahmasebinia, G Ranzi, A Zona Journal of Constructional Steel Research 80, 394-411, 2013 | 69 | 2013 |
Finite element model for externally prestressed composite beams with deformable connection A Dall’Asta, A Zona Journal of Structural Engineering 131 (5), 706-714, 2005 | 68 | 2005 |
Comparison and validation of displacement and mixed elements for the non-linear analysis of continuous composite beams A Dall’Asta, A Zona Computers & structures 82 (23-26), 2117-2130, 2004 | 63 | 2004 |
Finite element response sensitivity analysis of steel-concrete composite beams with deformable shear connection A Zona, M Barbato, JP Conte Journal of engineering mechanics 131 (11), 1126-1139, 2005 | 56 | 2005 |
Effect of buckling-restrained brace model parameters on seismic structural response Q Gu, A Zona, Y Peng, A Dall'Asta Journal of Constructional Steel Research 98, 100-113, 2014 | 54 | 2014 |
Sensitivity-based study of the influence of brace over-strength distributions on the seismic response of steel frames with BRBs A Zona, L Ragni, A Dall’Asta Engineering Structures 37, 179-192, 2012 | 54 | 2012 |
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 |
Modelling uncertainties of Italian code-conforming structures for the purpose of seismic response analysis P Franchin, L Ragni, M Rota, A Zona Journal of Earthquake Engineering 22 (sup2), 1964-1989, 2018 | 52 | 2018 |
Analytical expressions for preliminary design of dissipative bracing systems in steel frames L Ragni, A Zona, A Dall’Asta Journal of Constructional Steel Research 67 (1), 102-113, 2011 | 52 | 2011 |
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 | 48 | 2019 |
Beam tests of composite steel-concrete members: A three-dimensional finite element model F Tahmasebinia, G Ranzi, A Zona International Journal of Steel Structures 12, 37-45, 2012 | 47 | 2012 |