An energy-based methodology for the assessment of seismic demand LD Decanini, F Mollaioli Soil Dynamics and Earthquake Engineering 21 (2), 113-137, 2001 | 265 | 2001 |
Formulation of elastic earthquake input energy spectra LD Decanini, F Mollaioli Earthquake engineering & structural dynamics 27 (12), 1503-1522, 1998 | 229 | 1998 |
Modelling of masonry infilled RC frames subjected to cyclic loads: State of the art review and modelling with OpenSees NM Noh, L Liberatore, F Mollaioli, S Tesfamariam Engineering Structures 150, 599-621, 2017 | 193 | 2017 |
Preliminary ranking of alternative scalar and vector intensity measures of ground shaking H Ebrahimian, F Jalayer, A Lucchini, F Mollaioli, G Manfredi Bulletin of Earthquake Engineering 13, 2805-2840, 2015 | 190 | 2015 |
A comparison of NGA ground-motion prediction equations to Italian data G Scasserra, JP Stewart, P Bazzurro, G Lanzo, F Mollaioli Bulletin of the Seismological Society of America 99 (5), 2961-2978, 2009 | 186 | 2009 |
Intensity measures for the seismic response prediction of base-isolated buildings F Mollaioli, A Lucchini, Y Cheng, G Monti Bulletin of Earthquake Engineering 11, 1841-1866, 2013 | 169 | 2013 |
Seismic performance of masonry infilled R/C frames L Decanini, F Mollaioli, A Mura, R Saragoni 13th world conference on earthquake engineering 165, 2004 | 142 | 2004 |
Strength and stiffness reduction factors for infilled frames with openings LD Decanini, L Liberatore, F Mollaioli Earthquake Engineering and Engineering Vibration 13, 437-454, 2014 | 134 | 2014 |
Recorded Motions of the 6 April 2009 Mw 6.3 L'Aquila, Italy, Earthquake and Implications for Building Structural Damage: Overview M Çelebi, P Bazzurro, L Chiaraluce, P Clemente, L Decanini, A DeSortis, ... Earthquake Spectra 26 (3), 651-684, 2010 | 115 | 2010 |
Performance of masonry buildings during the 2002 Molise, Italy, earthquake L Decanini, A De Sortis, A Goretti, R Langenbach, F Mollaioli, A Rasulo Earthquake Spectra 20 (1_suppl), 191-220, 2004 | 109 | 2004 |
In-plane response of masonry infill walls: Comprehensive experimentally-based equivalent strut model for deterministic and probabilistic analysis L Liberatore, F Noto, F Mollaioli, P Franchin Engineering Structures 167, 533-548, 2018 | 107 | 2018 |
Characterization of the dynamic response of structures to damaging pulse-type near-fault ground motions F Mollaioli, S Bruno, LD Decanini, GF Panza Meccanica 41, 23-46, 2006 | 92 | 2006 |
Modeling and seismic response analysis of Italian code-conforming reinforced concrete buildings P Ricci, V Manfredi, F Noto, M Terrenzi, C Petrone, F Celano, MT De Risi, ... Journal of Earthquake Engineering 22 (sup2), 105-139, 2018 | 75 | 2018 |
Improved risk‐targeted performance‐based seismic design of reinforced concrete frame structures P Franchin, F Petrini, F Mollaioli Earthquake Engineering & Structural Dynamics 47 (1), 49-67, 2018 | 71 | 2018 |
Correlations between energy and displacement demands for performance-based seismic engineering F Mollaioli, S Bruno, L Decanini, R Saragoni Pure and Applied Geophysics 168, 237-259, 2011 | 69 | 2011 |
Performance of reinforced concrete buildings during the 2002 Molise, Italy, earthquake LD Decanini, A De Sortis, A Goretti, L Liberatore, F Mollaioli, P Bazzurro Earthquake Spectra 20 (1_suppl), 221-255, 2004 | 68 | 2004 |
Proposta di definizione delle relazioni tra intensità macrosismica e parametri del moto del suolo LD Decanini, C Gavarini, F Mollaioli | 67 | 1995 |
Intensity measures for response prediction of a torsional building subjected to bi-directional earthquake ground motion A Lucchini, F Mollaioli, G Monti Bulletin of Earthquake Engineering 9, 1499-1518, 2011 | 64 | 2011 |
Wavelet analysis for the characterization of forward-directivity pulse-like ground motions on energy basis F Mollaioli, A Bosi Meccanica 47, 203-219, 2012 | 61 | 2012 |
Intensity measures for the seismic response prediction of mid-rise buildings with hysteretic dampers J Donaire-Ávila, F Mollaioli, A Lucchini, A Benavent-Climent Engineering Structures 102, 278-295, 2015 | 56 | 2015 |