| A nonlinear analysis method for performance-based seismic design P Fajfar Earthquake spectra 16 (3), 573-592, 2000 | 1993 | 2000 |
| Capacity spectrum method based on inelastic demand spectra P Fajfar Earthquake Engineering & Structural Dynamics 28 (9), 979-993, 1999 | 1508 | 1999 |
| The N2 method for the seismic damage analysis of RC buildings P Fajfar, P Gašperšič Earthquake engineering & structural dynamics 25 (1), 31-46, 1996 | 904 | 1996 |
| Consistent inelastic design spectra: strength and displacement T Vidic, P Fajfar, M Fischinger Earthquake Engineering & Structural Dynamics 23 (5), 507-521, 1994 | 827 | 1994 |
| The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame—a deterministic assessment M Dolšek, P Fajfar Engineering Structures 30 (7), 1991-2001, 2008 | 598* | 2008 |
| N2-A method for non-linear seismic analysis of regular buildings P Fajfar, M Fischinger Proceedings of the ninth world conference in earthquake engineering 5, 111-116, 1988 | 541 | 1988 |
| Equivalent ductility factors, taking into account low‐cycle fatigue P Fajfar Earthquake Engineering & Structural Dynamics 21 (10), 837-848, 1992 | 444 | 1992 |
| Consistent inelastic design spectra: hysteretic and input energy P Fajfar, T Vidic Earthquake engineering & structural dynamics 23 (5), 523-537, 1994 | 372 | 1994 |
| Torsional effects in the pushover-based seismic analysis of buildings P Fajfar, D Marušić, I Peruš Journal of earthquake engineering 9 (06), 831-854, 2005 | 335 | 2005 |
| Simplified non‐linear seismic analysis of infilled reinforced concrete frames M Dolšek, P Fajfar Earthquake engineering & structural dynamics 34 (1), 49-66, 2005 | 258 | 2005 |
| A measure of earthquake motion capacity to damage medium-period structures P Fajfar, T Vidic, M Fischinger Soil Dynamics and Earthquake Engineering 9 (5), 236-242, 1990 | 255 | 1990 |
| Structural analysis in earthquake engineering-a breakthrough of simplified nonlinear methods P Fajfar PROCEEDINGS OF THE EUROPEAN CONFERAECE ON EARTHQUAKE ENGINEERING, 2002 | 254 | 2002 |
| The extended N2 method considering higher mode effects in both plan and elevation M Kreslin, P Fajfar Bulletin of Earthquake Engineering 10, 695-715, 2012 | 242 | 2012 |
| Soft storey effects in uniformly infilled reinforced concrete frames M Dolšek, P Fajfar Journal of Earthquake Engineering 5 (01), 1-12, 2001 | 227 | 2001 |
| Simple push‐over analysis of asymmetric buildings V Kilar, P Fajfar Earthquake engineering & structural dynamics 26 (2), 233-249, 1997 | 217 | 1997 |
| Seismic design methodologies for the next generation of codes P Fajfar Routledge, 2019 | 182 | 2019 |
| Seismic demand in medium‐and long‐period structures P Fajfar, T Vidic, M Fischinger Earthquake Engineering & Structural Dynamics 18 (8), 1133-1144, 1989 | 170 | 1989 |
| The extended N2 method taking into account higher mode effects in elevation M Kreslin, P Fajfar Earthquake engineering & structural dynamics 40 (14), 1571-1589, 2011 | 166 | 2011 |
| On the inelastic torsional response of single‐storey structures under bi‐axial excitation I Peruš, P Fajfar Earthquake engineering & structural dynamics 34 (8), 931-941, 2005 | 138 | 2005 |
| Epoxy-bonded La–Fe–Co–Si magnetocaloric plates B Pulko, J Tušek, JD Moore, B Weise, K Skokov, O Mityashkin, ... Journal of Magnetism and Magnetic Materials 375, 65-73, 2015 | 137 | 2015 |
Mihailo TrifunacProfessor of Civil Engineering, Univ. of Southern CaliforniaVerificeret mail på usc.edu
