| 6th April 2009 L’Aquila earthquake, Italy: reinforced concrete building performance P Ricci, F De Luca, GM Verderame Bulletin of earthquake engineering 9, 285-305, 2011 | 339 | 2011 |
| The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake F De Luca, GM Verderame, F Gómez-Martínez, A Pérez-García Bulletin of Earthquake Engineering 12, 1999-2026, 2014 | 180 | 2014 |
| Preliminary analysis of a soft‐storey mechanism after the 2009 L'Aquila earthquake GM Verderame, F De Luca, P Ricci, G Manfredi Earthquake engineering & structural dynamics 40 (8), 925-944, 2011 | 148 | 2011 |
| Spectral shape-based assessment of SDOF nonlinear response to real, adjusted and artificial accelerograms I Iervolino, F De Luca, E Cosenza Engineering Structures 32 (9), 2776-2792, 2010 | 114 | 2010 |
| Near‐optimal piecewise linear fits of static pushover capacity curves for equivalent SDOF analysis F De Luca, D Vamvatsikos, I Iervolino Earthquake engineering & structural dynamics 42 (4), 523-543, 2013 | 85 | 2013 |
| 2012 Emilia earthquake, Italy: reinforced concrete buildings response G Manfredi, A Prota, GM Verderame, F De Luca, P Ricci Bulletin of Earthquake Engineering 12, 2275-2298, 2014 | 78 | 2014 |
| Social media usage reveals recovery of small businesses after natural hazard events R Eyre, F De Luca, F Simini Nature communications 11 (1), 1629, 2020 | 57 | 2020 |
| Analytical versus observational fragilities: the case of Pettino (L’Aquila) damage data database F De Luca, GM Verderame, G Manfredi Bulletin of Earthquake Engineering 13, 1161-1181, 2015 | 49 | 2015 |
| Out-of-plane closed-form solution for the seismic assessment of unreinforced masonry schools in Nepal N Giordano, F De Luca, A Sextos Engineering Structures 203, 109548, 2020 | 48 | 2020 |
| Brittle failure in RC masonry infilled frames: The role of infill overstrength G Blasi, F De Luca, MA Aiello Engineering structures 177, 506-518, 2018 | 44 | 2018 |
| Integral abutment bridges: investigation of seismic soil‐structure interaction effects by shaking table testing G Fiorentino, C Cengiz, F De Luca, G Mylonakis, D Karamitros, M Dietz, ... Earthquake Engineering & Structural Dynamics 50 (6), 1517-1538, 2021 | 43 | 2021 |
| Damage scenarios for RC buildings during the 2012 Emilia (Italy) earthquake GM Verderame, P Ricci, F De Luca, C Del Gaudio, MT De Risi Soil Dynamics and Earthquake Engineering 66, 385-400, 2014 | 43 | 2014 |
| Analytical fragility curves for masonry school building portfolios in Nepal N Giordano, F De Luca, A Sextos Bulletin of Earthquake Engineering 19, 1121-1150, 2021 | 42 | 2021 |
| RC infilled building performance against the evidence of the 2016 EEFIT Central Italy post-earthquake reconnaissance mission: empirical fragilities and comparison with the FAST … F De Luca, GED Woods, C Galasso, D D’Ayala Bulletin of Earthquake Engineering 16, 2943-2969, 2018 | 41 | 2018 |
| Mainshock‐aftershock state‐dependent fragility curves: A case of wood‐frame houses in British Columbia, Canada L Zhang, K Goda, F De Luca, R De Risi Earthquake Engineering & Structural Dynamics 49 (9), 884-903, 2020 | 39 | 2020 |
| Automated classification of near‐fault acceleration pulses using wavelet packets Z Chang, F De Luca, K Goda Computer‐Aided Civil and Infrastructure Engineering 34 (7), 569-585, 2019 | 39 | 2019 |
| Scenario-based seismic risk assessment for buried transmission gas pipelines at regional scale R De Risi, F De Luca, OS Kwon, A Sextos Journal of Pipeline Systems Engineering and Practice 9 (4), 04018018, 2018 | 39 | 2018 |
| Near‐fault acceleration pulses and non‐acceleration pulses: Effects on the inelastic displacement ratio Z Chang, F De Luca, K Goda Earthquake Engineering & Structural Dynamics 48 (11), 1256-1276, 2019 | 36 | 2019 |
| Field inspection after the May 20th and 29th 2012 Emilia-Romagna earthquakes F Parisi, F De Luca, F Petruzzelli, R De Risi, E Chioccarelli, I Iervolino Rep., Italian Network of Earthquake Engineering University Laboratories, 2012 | 34 | 2012 |
| A practice-oriented approach for the assessment of brittle failures in existing reinforced concrete elements F De Luca, GM Verderame Engineering Structures 48, 373-388, 2013 | 31 | 2013 |
