| Method of analysis for cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending M Menegotto Proc. of IABSE Symposium on Resistance and Ultimate Deformability of …, 1973 | 3316 | 1973 |
| Fiber element for cyclic bending and shear of RC structures. I: Theory M Petrangeli, PE Pinto, V Ciampi Journal of Engineering Mechanics 125 (9), 994-1001, 1999 | 355 | 1999 |
| Seismic reliability analysis of structures PE Pinto, R Giannini, P Franchin IUSS press, 2004 | 290 | 2004 |
| Il comportamento del cemento armato per sollecitazioni cicliche di forte intensità A Giuffrè Giornale del Genio Civile, 1970 | 204 | 1970 |
| Effects of soil-structure interaction on inelastic seismic response of bridge piers M Ciampoli, PE Pinto Journal of structural engineering 121 (5), 806-814, 1995 | 201 | 1995 |
| A scalar damage measure for seismic reliability analysis of RC frames F Jalayer, P Franchin, PE Pinto Earthquake Engineering & Structural Dynamics 36 (13), 2059-2079, 2007 | 173 | 2007 |
| Nonlinear response of bridges under multisupport excitation G Monti, C Nuti, PE Pinto Journal of Structural Engineering 122 (10), 1147-1159, 1996 | 147 | 1996 |
| Seismic design of bridges accounting for spatial variability of ground motion A Lupoi, P Franchin, PE Pinto, G Monti Earthquake engineering & structural dynamics 34 (4‐5), 327-348, 2005 | 143 | 2005 |
| Seismic fragility analysis of structural systems G Lupoi, P Franchin, A Lupoi, PE Pinto Journal of Engineering Mechanics 132 (4), 385-395, 2006 | 131 | 2006 |
| Eurocode 8: seismic design of buildings worked examples P Bisch, E Carvalho, H Degee, P Fajfar, M Fardis, P Franchin, M Kreslin, ... Luxembourg: Publications Office of the European Union, 2012 | 126 | 2012 |
| Seismic vulnerability of the Italian roadway bridge stock B Borzi, P Ceresa, P Franchin, F Noto, GM Calvi, PE Pinto Earthquake Spectra 31 (4), 2137-2161, 2015 | 103 | 2015 |
| Confidence factor? P Franchin, PE Pinto, P Rajeev Journal of Earthquake Engineering 14 (7), 989-1007, 2010 | 102 | 2010 |
| Seismic fragility analysis of 3D structures MIJ Schotanus, P Franchin, A Lupoi, PE Pinto Structural Safety 26 (4), 421-441, 2004 | 94 | 2004 |
| Slender RC compressed members in biaxial bending M Menegotto, PE Pinto Journal of the Structural Division 103 (3), 587-605, 1977 | 90 | 1977 |
| On the role of road networks in reducing human losses after earthquakes P Franchin, A Lupoi, PE Pinto Journal of earthquake engineering 10 (02), 195-206, 2006 | 72 | 2006 |
| Allowing traffic over mainshock-damaged bridges P Franchin, PE Pinto Journal of Earthquake Engineering 13 (5), 585-599, 2009 | 64 | 2009 |
| On the accuracy of simplified methods for the analysis of isolated bridges P Franchin, G Monti, PE Pinto Earthquake engineering & structural dynamics 30 (3), 363-382, 2001 | 51 | 2001 |
| Seismic fragility of reinforced concrete structures using a response surface approach P Franchin, A Lupoi, PE Pinto, MI Schotanus Journal of Earthquake Engineering 7 (spec01), 45-77, 2003 | 48 | 2003 |
| Reliability methods in earthquake engineering PE Pinto Progress in Structural Engineering and Materials 3 (1), 76-85, 2001 | 45 | 2001 |
| Issues in the upgrade of Italian highway structures PE Pinto, P Franchin Journal of Earthquake Engineering 14 (8), 1221-1252, 2010 | 44 | 2010 |
