| On the rotation capacity of moment connections D Beg, E Zupančič, I Vayas Journal of Constructional Steel Research 60 (3-5), 601-620, 2004 | 122 | 2004 |
| Design of steel-concrete composite bridges to Eurocodes I Vayas, A Iliopoulos CRC press, 2013 | 100 | 2013 |
| Innovative energy dissipation systems (FUSEIS 1-1)—Experimental analysis G Dougka, D Dimakogianni, I Vayas Journal of Constructional Steel Research 96, 69-80, 2014 | 70 | 2014 |
| Analysis of the collapse of a greenhouse with vaulted roof D Briassoulis, G Dougka, D Dimakogianni, I Vayas Biosystems Engineering 151, 495-509, 2016 | 67 | 2016 |
| Innovative dissipative (INERD) pin connections for seismic resistant braced frames I Vayas, P Thanopoulos International Journal of Steel Structures 5 (5), 453-464, 2005 | 54 | 2005 |
| Seismic behavior of frames with innovative energy dissipation systems (FUSEIS1-2) D Dimakogianni, G Dougka, I Vayas Engineering Structures 90, 83-95, 2015 | 51 | 2015 |
| A risk-consistent approach to determine EN1998 behaviour factors for lateral load resisting systems D Vamvatsikos, K Bakalis, M Kohrangi, S Pyrza, CA Castiglioni, ... Soil Dynamics and Earthquake Engineering 131, 106008, 2020 | 45 | 2020 |
| Design of steel structures to Eurocodes I Vayas, J Ermopoulos, G Ioannidis Springer International Publishing, 2019 | 41 | 2019 |
| Two INnovations for Earthquake Resistant Design: The INERD Project. A Plumier, C Doneux, C Castiglioni, J Brescianini, A Crespi, S Dell’Anna, ... | 38 | 2006 |
| Verification of numerical models used for the analysis of ancient temples ME Dasiou, IN Psycharis, I Vayas Protection of Historical Buildings: Proceedings of the International …, 2009 | 33 | 2009 |
| Experimental investigation of the seismic response of parts of ancient temples ME Dasiou, HP Mouzakis, IN Psycharis, C Papantonopoulos, I Vayas Prohitech conference, 21-24, 2009 | 30 | 2009 |
| Inelastic resistance of angle sections subjected to biaxial bending and normal forces I Vayas, A Charalampakis, V Koumousis Steel Construction: Design and Research 2 (2), 138-146, 2009 | 27 | 2009 |
| Innovative seismic‐resistant steel frames (FUSEIS 1‐2)–experimental analysis D Dimakogianni, G Dougka, I Vayas, P Karydakis Steel Construction 5 (4), 212-221, 2012 | 25 | 2012 |
| Modeling of curved composite I-girder bridges using spatial systems of beam elements T Adamakos, I Vayas, S Petridis, A Iliopoulos Journal of Constructional Steel Research 67 (3), 462-470, 2011 | 24 | 2011 |
| Design rules for equal-leg angle members subjected to compression and bending MZ Bezas, JF Demonceau, I Vayas, JP Jaspart Journal of Constructional Steel Research 189, 107092, 2022 | 22 | 2022 |
| Experimental and numerical investigations on large angle high strength steel columns MZ Bezas, JF Demonceau, I Vayas, JP Jaspart Thin-walled structures 159, 107287, 2021 | 21 | 2021 |
| Experimental tests on members made from rolled angle sections A Spiliopoulos, ME Dasiou, P Thanopoulos, I Vayas Steel Construction 11 (1), 84-93, 2018 | 21 | 2018 |
| Stability and ductility of steel elements I Vayas Journal of Constructional Steel Research 44 (1-2), 23-50, 1997 | 21 | 1997 |
| Interaktion der plastischen Grenzschnittgrößen doppelsymmetrischer I‐Querschnitte I Vayas Stahlbau 69 (9), 693-706, 2000 | 20 | 2000 |
| Seismic behavior of frames with innovative energy dissipation systems (FUSEIS 1-1) G Dougka, D Dimakogianni, I Vayas Earthquakes and Structures 6 (5), 561-580, 2014 | 19 | 2014 |
