| Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake M Savoia, N Buratti, L Vincenzi Engineering Structures 137, 162-180, 2017 | 155 | 2017 |
| Ambient vibration‐based finite element model updating of an earthquake‐damaged masonry tower E Bassoli, L Vincenzi, AM D'Altri, S de Miranda, M Forghieri, G Castellazzi Structural Control and Health Monitoring 25 (5), e2150, 2018 | 81 | 2018 |
| Coupling response surface and differential evolution for parameter identification problems L Vincenzi, M Savoia Computer‐Aided Civil and Infrastructure Engineering 30 (5), 376-393, 2015 | 59 | 2015 |
| Damages and collapses in industrial precast buildings after the Emilia earthquake M Savoia, C Mazzotti, N Buratti, B Ferracuti, M Bovo, V Ligabue, ... Ingegneria sismica 29, 120-131, 2012 | 54 | 2012 |
| Influence of model errors in optimal sensor placement L Vincenzi, L Simonini Journal of Sound and Vibration 389, 119-133, 2017 | 50 | 2017 |
| Differential evolution algorithm for dynamic structural identification M Savoia, L Vincenzi Journal of Earthquake Engineering 12 (5), 800-821, 2008 | 45 | 2008 |
| A proper infill sampling strategy for improving the speed performance of a surrogate-assisted evolutionary algorithm L Vincenzi, P Gambarelli Computers & Structures 178, 58-70, 2017 | 44 | 2017 |
| Structural monitoring of a tower by means of MEMS-based sensing and enhanced autoregressive models R Guidorzi, R Diversi, L Vincenzi, C Mazzotti, V Simioli European Journal of Control 20 (1), 4-13, 2014 | 44 | 2014 |
| Dynamic identification of an ancient masonry bell tower using a MEMS-based acquisition system E Bassoli, L Vincenzi, M Bovo, C Mazzotti 2015 IEEE Workshop on Environmental, Energy, and Structural Monitoring …, 2015 | 37 | 2015 |
| Comparison between coupled local minimizers method and differential evolution algorithm in dynamic damage detection problems L Vincenzi, G De Roeck, M Savoia Advances in Engineering Software 65, 90-100, 2013 | 30 | 2013 |
| A spectral load model for pedestrian excitation including vertical human-structure interaction E Bassoli, K Van Nimmen, L Vincenzi, P Van den Broeck Engineering structures 156, 537-547, 2018 | 26 | 2018 |
| Dynamic assessment of masonry towers based on terrestrial radar interferometer and accelerometers C Castagnetti, E Bassoli, L Vincenzi, F Mancini Sensors 19 (6), 1319, 2019 | 25 | 2019 |
| Dynamic monitoring and evaluation of bell ringing effects for the structural assessment of a masonry bell tower L Vincenzi, E Bassoli, F Ponsi, C Castagnetti, F Mancini Journal of Civil Structural Health Monitoring 9, 439-458, 2019 | 19 | 2019 |
| Inverse Analysis for the Calibration of FRP—Concrete Interface Law M Savoia, B Ferracuti, L Vincenzi Advances in Structural Engineering 12 (5), 613-625, 2009 | 19 | 2009 |
| A multi-objective optimization approach for FE model updating based on a selection criterion of the preferred Pareto-optimal solution F Ponsi, E Bassoli, L Vincenzi Structures 33, 916-934, 2021 | 16 | 2021 |
| Human-induced vibrations of a curved cable-stayed footbridge E Bassoli, P Gambarelli, L Vincenzi Journal of Constructional Steel Research 146, 84-96, 2018 | 15 | 2018 |
| AR+ noise versus AR and ARMA models in SHM-oriented identification R Guidorzi, R Diversi, L Vincenzi, V Simioli 2015 23rd Mediterranean Conference on Control and Automation (MED), 809-814, 2015 | 15 | 2015 |
| Identificazione dinamica delle caratteristiche modali e delle proprietą meccaniche di strutture mediante algoritmi di ottimizzazione L Vincenzi alma, 2007 | 12 | 2007 |
| Parameter calibration of a social force model for the crowd-induced vibrations of footbridges E Bassoli, L Vincenzi Frontiers in Built Environment 7, 656799, 2021 | 11 | 2021 |
| Structural health monitoring of a historical masonry bell tower using operational modal analysis E Bassoli, M Forghieri, L Vincenzi, M Bovo, C Mazzotti Key Engineering Materials 747, 440-447, 2017 | 11 | 2017 |
