Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures P Castaldo, D Gino, G Bertagnoli, G Mancini Engineering Structures 176, 746-762, 2018 | 76 | 2018 |
Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems P Castaldo, D Gino, G Bertagnoli, G Mancini Engineering Structures 211, 110496, 2020 | 62 | 2020 |
Empirical equations for the direct definition of stress–strain laws for fiber-section-based macromodeling of infilled frames F Di Trapani, G Bertagnoli, MF Ferrotto, D Gino Journal of Engineering Mechanics 144 (11), 04018101, 2018 | 51 | 2018 |
Safety format for the nonlinear analysis of concrete structures G Bertagnoli, L Giordano, G Mancini Studies and researches 25, 2004 | 38 | 2004 |
Failure analysis of hollow-core slabs tested in shear G Bertagnoli, G Mancini Structural concrete 10 (3), 139-152, 2009 | 37 | 2009 |
Early age cracking of massive concrete piers G Bertagnoli, G Mancini, F Tondolo Magazine of concrete research 63 (10), 723-736, 2011 | 26 | 2011 |
A simplified method for predicting early-age stresses in slabs of steel-concrete composite beams in partial interaction G Bertagnoli, D Gino, E Martinelli Engineering Structures 140, 286-297, 2017 | 25 | 2017 |
Reliability‐based evaluation of bond strength for tensed lapped joints and anchorages in new and existing reinforced concrete structures G Mancini, VI Carbone, G Bertagnoli, D Gino Structural Concrete 19 (3), 904-917, 2018 | 22 | 2018 |
Rotating compression field model for reinforced concrete beams under prevalent shear actions G Bertagnoli, G Mancini, A Recupero, N Spinella Structural concrete 12 (3), 178-186, 2011 | 19 | 2011 |
A quantification of model uncertainties in NLFEA of RC shear walls subjected to repeated loading D Gino, G Bertagnoli, D La Mazza, G Mancini Ingegneria Sismica 34 (3), 79-92, 2017 | 18 | 2017 |
Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge D Gino, P Castaldo, G Bertagnoli, L Giordano, G Mancini Structural Concrete 21 (1), 15-31, 2020 | 17 | 2020 |
Numerical modelling of early-age concrete hardening G Bertagnoli, G Mancini, F Tondolo Magazine of concrete research 61 (4), 299-307, 2009 | 17 | 2009 |
Design and optimization of skew reinforcement in concrete shells G Bertagnoli, L Giordano, S Mancini Structural Concrete 13 (4), 248-258, 2012 | 15 | 2012 |
Effect of concrete tensile strength in non linear analyses of 2D structures-a comparison between three commercial finite element softwares G Bertagnoli, D La Mazza, G Mancini 3rd International Conference on Advances in Civil. Rome: Structural and …, 2015 | 13 | 2015 |
A finite element formulation for concrete structures in plane stress G Bertagnoli, VI Carbone Structural Concrete 9 (2), 87-99, 2008 | 13 | 2008 |
Optimization of concrete shells using genetic algorithms G Bertagnoli, L Giordano, S Mancini ZAMM‐Journal of Applied Mathematics and Mechanics/Zeitschrift für Angewandte …, 2014 | 12 | 2014 |
Macroelement model for the progressive-collapse analysis of infilled frames F Di Trapani, G Tomaselli, L Cavaleri, G Bertagnoli Journal of Structural Engineering 147 (6), 04021079, 2021 | 9 | 2021 |
A large scale SHM system: a case study on pre-stressed bridge and cloud architecture G Bertagnoli, F Lucà, M Malavisi, D Melpignano, A Cigada Dynamics of Civil Structures, Volume 2, 75-83, 2020 | 9 | 2020 |
Effect of endogenous deformations in composite bridges G Bertagnoli, D Gino, G Mancini XIII International Conference on Metal Structures (CMS2016), 287-298, 2016 | 8 | 2016 |
Bond deterioration due to corrosion and actual bearing capacity G Bertagnoli, G Mancini, F Tondolo FIB 2nd International Congress. Naples, Italy, 2006 | 8 | 2006 |