Flavia De Luca
Flavia De Luca
Verified email at - Homepage
Cited by
Cited by
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
Empirical seismic fragility models for Nepalese school buildings
N Giordano, F De Luca, A Sextos, F Ramirez Cortes, C Fonseca Ferreira, ...
Natural hazards 105, 339-362, 2021
The system can't perform the operation now. Try again later.
Articles 1–20