| Rocking of slender rigid bodies allowed to uplift IN Psycharis, PC Jennings Earthquake engineering & structural dynamics 11 (1), 57-76, 1983 | 303 | 1983 |
| Numerical prediction of the earthquake response of classical columns using the distinct element method C Papantonopoulos, IN Psycharis, DY Papastamatiou, JV Lemos, ... Earthquake Engineering & Structural Dynamics 31 (9), 1699-1717, 2002 | 290 | 2002 |
| Numerical study of the seismic behaviour of a part of the Parthenon Pronaos IN Psycharis, JV Lemos, DY Papastamatiou, C Zambas, ... Earthquake Engineering & Structural Dynamics 32 (13), 2063-2084, 2003 | 274 | 2003 |
| Parametric investigation of the stability of classical columns under harmonic and earthquake excitations IN Psycharis, DY Papastamatiou, AP Alexandris Earthquake engineering & structural dynamics 29 (8), 1093-1109, 2000 | 243 | 2000 |
| Dynamic behaviour of rocking two‐block assemblies IN Psycharis Earthquake Engineering & Structural Dynamics 19 (4), 555-575, 1990 | 198 | 1990 |
| Experimental investigation of the earthquake response of a model of a marble classical column HP Mouzakis, IN Psycharis, DY Papastamatiou, PG Carydis, ... Earthquake engineering & structural dynamics 31 (9), 1681-1698, 2002 | 190 | 2002 |
| Seismic reliability assessment of classical columns subjected to near‐fault ground motions IN Psycharis, M Fragiadakis, I Stefanou Earthquake engineering & structural dynamics 42 (14), 2061-2079, 2013 | 165 | 2013 |
| Shear resistance of pinned connections of precast members to monotonic and cyclic loading IN Psycharis, HP Mouzakis Engineering Structures 41, 413-427, 2012 | 130 | 2012 |
| Effect of base uplift on dynamic response of SDOF structures IN Psycharis Journal of Structural Engineering 117 (3), 733-754, 1991 | 107 | 1991 |
| Rocking response and overturning criteria for free standing rigid blocks to single—lobe pulses E Voyagaki, IN Psycharis, G Mylonakis Soil Dynamics and Earthquake Engineering 46, 85-95, 2013 | 106 | 2013 |
| Dynamic behavior of rocking structures allowed to uplift. IN Psycharis | 101 | 1982 |
| Dynamics of flexible systems with partial lift‐off IN Psycharis Earthquake Engineering & Structural Dynamics 11 (4), 501-521, 1983 | 85 | 1983 |
| Effect of higher modes on the seismic response and design of moment-resisting RC frame structures CA Maniatakis, IN Psycharis, CC Spyrakos Engineering Structures 56, 417-430, 2013 | 82 | 2013 |
| A new pulse indicator for the classification of ground motions V Kardoutsou, I Taflampas, IN Psycharis Bulletin of the Seismological Society of America 107 (3), 1356-1364, 2017 | 76 | 2017 |
| Dynamic response of reinforced masonry columns in classical monuments I Stefanou, I Psycharis, IO Georgopoulos Construction and Building Materials 25 (12), 4325-4337, 2011 | 75 | 2011 |
| Earthquake stability of columns and statues N Ambraseys, IN Psycharis Journal of Earthquake Engineering 15 (5), 685-710, 2011 | 62 | 2011 |
| Collapse mechanisms of masonry buildings derived by the distinct element method A Alexandris, E Protopapa, I Psycharis Proceedings of the 13th world conference on earthquake engineering 59, 60, 2004 | 59 | 2004 |
| Complex response of a rocking block to a full-cycle pulse E Voyagaki, IN Psycharis, G Mylonakis Journal of Engineering Mechanics 140 (6), 04014024, 2014 | 58 | 2014 |
| Explicit determination of the pulse inherent in pulse‐like ground motions P Mimoglou, IN Psycharis, IM Taflampas Earthquake engineering & structural dynamics 43 (15), 2261-2281, 2014 | 53 | 2014 |
| Simplified modeling of bridge response on soft soil to nonuniform seismic excitation G Mylonakis, D Papastamatiou, J Psycharis, K Mahmoud Journal of Bridge Engineering 6 (6), 587-597, 2001 | 47 | 2001 |