Peter Fajfar
Peter Fajfar
Verified email at ikpir.fgg.uni-lj.si
Title
Cited by
Cited by
Year
A nonlinear analysis method for performance‐based seismic design
P Fajfar
Earthquake spectra 16 (3), 573-592, 2000
15092000
Capacity spectrum method based on inelastic demand spectra
P Fajfar
Earthquake Engineering & Structural Dynamics 28 (9), 979-993, 1999
12331999
Consistent inelastic design spectra: strength and displacement
T Vidic, P Fajfar, M Fischinger
Earthquake Engineering & Structural Dynamics 23 (5), 507-521, 1994
7181994
The N2 method for the seismic damage analysis of RC buildings
P Fajfar, P Gašperšič
Earthquake engineering & structural dynamics 25 (1), 31-46, 1996
7171996
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
4311988
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
427*2008
Equivalent ductility factors, taking into account low‐cycle fatigue
P Fajfar
Earthquake Engineering & Structural Dynamics 21 (10), 837-848, 1992
3861992
Consistent inelastic design spectra: hysteretic and input energy
P Fajfar, T Vidic
Earthquake Engineering & Structural Dynamics 23 (5), 523-537, 1994
2861994
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
2712005
Structural analysis in earthquake engineering–a breakthrough of simplified non-linear methods
P Fajfar
12th European conference on earthquake engineering, 2002
1982002
Simplified non‐linear seismic analysis of infilled reinforced concrete frames
M Dolšek, P Fajfar
Earthquake engineering & structural dynamics 34 (1), 49-66, 2005
1872005
Simple push‐over analysis of asymmetric buildings
V Kilar, P Fajfar
Earthquake engineering & structural dynamics 26 (2), 233-249, 1997
1811997
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
1811990
Soft storey effects in uniformly infilled reinforced concrete frames
M Dolšek, P Fajfar
Journal of Earthquake Engineering 5 (01), 1-12, 2001
1792001
The extended N2 method considering higher mode effects in both plan and elevation
M Kreslin, P Fajfar
Bulletin of Earthquake Engineering 10 (2), 695-715, 2012
1772012
Seismic design methodologies for the next generation of codes
P Fajfar
Routledge, 2019
155*2019
Seismic demand in medium‐and long‐period structures
P Fajfar, T Vidic, M Fischinger
Earthquake Engineering & Structural Dynamics 18 (8), 1133-1144, 1989
1451989
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
1172011
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
1172005
Inelastic spectra for infilled reinforced concrete frames
M Dolšek, P Fajfar
Earthquake engineering & structural dynamics 33 (15), 1395-1416, 2004
1072004
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