| Seismic design and retrofit of bridges MJN Priestley, F Seible, GM Calvi John Wiley & Sons, 1996 | 4110 | 1996 |
| Displacement Based Seismic Design of Structures MJN Priestley, GM Calvi, MJ Kowalsky IUSS Press 1, 714, 2007 | 3388* | 2007 |
| In‐plane seismic response of brick masonry walls G Magenes, GM Calvi Earthquake engineering & structural dynamics 26 (11), 1091-1112, 1997 | 973 | 1997 |
| Development of seismic vulnerability assessment methodologies over the past 30 years GM Calvi, R Pinho, G Magenes, JJ Bommer, LF Restrepo-Vélez, ... ISET journal of Earthquake Technology 43 (3), 75-104, 2006 | 762 | 2006 |
| A displacement-based approach for vulnerability evaluation of classes of buildings GM Calvi Journal of earthquake Engineering 3 (03), 411-438, 1999 | 478 | 1999 |
| Seismic response of reinforced concrete frames infilled with weakly reinforced masonry panels GM Calvi, D Bolognini Journal of Earthquake Engineering 5 (02), 153-185, 2001 | 372 | 2001 |
| Seismic hazard assessment (2003–2009) for the Italian building code M Stucchi, C Meletti, V Montaldo, H Crowley, GM Calvi, E Boschi Bulletin of the Seismological Society of America 101 (4), 1885-1911, 2011 | 371 | 2011 |
| Seismic behavior of RC beam-column joints designed for gravity only S Pampanin, GM Calvi, M Moratti University of Canterbury. Civil Engineering., 2002 | 292 | 2002 |
| Displacement‐based seismic design of multi‐degree‐of‐freedom bridge structures GM Calvi, GR Kingsley Earthquake engineering & structural dynamics 24 (9), 1247-1266, 1995 | 249 | 1995 |
| Relevance of beam-column joint damage and collapse in RC frame assessment GM Calvi, G Magenes, S Pampanin Journal of Earthquake Engineering 6 (spec01), 75-100, 2002 | 215 | 2002 |
| A model code for the displacement-based seismic design of structures DBD12 TJ Sullivan, MJN Priestley, GM Calvi | 211 | 2012 |
| Concept and development of hybrid solutions for seismic resistant bridge systems A Palermo, S Pampanin, GM Calvi Journal of Earthquake Engineering 9 (06), 899-921, 2005 | 201 | 2005 |
| Experimental verification of viscous damping modeling for inelastic time history analyzes L Petrini, C Maggi, MJN Priestley, GM Calvi Journal of Earthquake Engineering 12 (S1), 125-145, 2008 | 183 | 2008 |
| Inelastic spectra for displacement-based seismic design B Borzi, GM Calvi, AS Elnashai, E Faccioli, JJ Bommer Soil Dynamics and Earthquake Engineering 21 (1), 47-61, 2001 | 169 | 2001 |
| Testing of masonry structures for seismic assessment GM Calvi, GR Kingsley, G Magenes Earthquake spectra 12 (1), 145-162, 1996 | 161 | 1996 |
| Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions Europäische Kommission European Consortium of Earthquake Shaking Tables Laboratorio Nacional de Engenharia Civil, 1996 | 154 | 1996 |
| Once upon a time in Italy: The tale of the Morandi Bridge GM Calvi, M Moratti, GJ O'Reilly, N Scattarreggia, R Monteiro, D Malomo, ... Structural Engineering International 29 (2), 198-217, 2019 | 138 | 2019 |
| Cyclic behaviour ofbrick masonry walls G Magenes, GM Calvi Proceedings of the 10th world conference on earthquake engineering, 3517-3522, 1992 | 138 | 1992 |
| The use of controlled rocking in the seismic design of bridges A Palermo, S Pampanin, GM Calvi Doctate Thesis, Technical Institute of Milan, Milan 1, 1-5, 2004 | 137 | 2004 |
| Seismic testing of a full-scale, two-story masonry building: test procedure and measured experimental response G Magenes, GR Kingsley, GM Calvi Consiglio nazionale delle ricerche, Gruppo nazionale per la Difesa dai terremoti, 1995 | 137 | 1995 |
