| 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 |
| Experimental tests and analytical model of high damping rubber dissipating devices A Dall’Asta, L Ragni Engineering Structures 28 (13), 1874-1884, 2006 | 158 | 2006 |
| Elastoplastic model for steel buckling-restrained braces A Zona, A Dall'Asta Journal of Constructional Steel Research 68 (1), 118-125, 2012 | 155 | 2012 |
| Performance-based seismic risk assessment for buildings equipped with linear and nonlinear viscous dampers E Tubaldi, M Barbato, A Dall’Asta Engineering Structures 78, 90-99, 2014 | 110 | 2014 |
| Innovations in earthquake risk reduction for resilience: Recent advances and challenges F Freddi, C Galasso, G Cremen, A Dall’Asta, L Di Sarno, A Giaralis, ... International Journal of Disaster Risk Reduction 60, 102267, 2021 | 107 | 2021 |
| 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 |
| Probabilistic performance assessment of low‐ductility reinforced concrete frames retrofitted with dissipative braces F Freddi, E Tubaldi, L Ragni, A Dall'Asta Earthquake Engineering & Structural Dynamics 42 (7), 993-1011, 2013 | 96 | 2013 |
| Influence of the nonlinear behavior of viscous dampers on the seismic demand hazard of building frames A Dall′ Asta, E Tubaldi, L Ragni Earthquake Engineering & Structural Dynamics 45 (1), 149-169, 2016 | 89 | 2016 |
| Influence of model parameter uncertainty on seismic transverse response and vulnerability of steel–concrete composite bridges with dual load path E Tubaldi, M Barbato, A Dall’Asta Journal of Structural Engineering 138 (3), 363-374, 2012 | 89 | 2012 |
| 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 |
| Probabilistic seismic response assessment of linear systems equipped with nonlinear viscous dampers E Tubaldi, L Ragni, A Dall'Asta Earthquake Engineering & Structural Dynamics 44 (1), 101-120, 2015 | 83 | 2015 |
| Reliability-based optimal design of nonlinear viscous dampers for the seismic protection of structural systems D Altieri, E Tubaldi, M De Angelis, E Patelli, A Dall’Asta Bulletin of Earthquake Engineering 16, 963-982, 2018 | 82 | 2018 |
| Nonlinear behavior of dynamic systems with high damping rubber devices A Dall’Asta, L Ragni Engineering Structures 30 (12), 3610-3618, 2008 | 79 | 2008 |
| Nonlinear behavior of externally prestressed composite beams: Analytical model A Dall'Asta, L Dezi Journal of Structural Engineering 124 (5), 588-597, 1998 | 78 | 1998 |
| Probabilistic seismic demand modeling of local level response parameters of an RC frame F Freddi, JE Padgett, A Dall’Asta Bulletin of Earthquake Engineering 15, 1-23, 2017 | 71 | 2017 |
| 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 |
| Effect of the damper property variability on the seismic reliability of linear systems equipped with viscous dampers A Dall’Asta, F Scozzese, L Ragni, E Tubaldi Bulletin of Earthquake Engineering 15, 5025-5053, 2017 | 64 | 2017 |
| 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 |
| Seismic risk sensitivity of structures equipped with anti-seismic devices with uncertain properties F Scozzese, A Dall'Asta, E Tubaldi Structural Safety 77, 30-47, 2019 | 57 | 2019 |
