| Degradation of shear strength of reinforced concrete members with inelastic cyclic displacements DE Biskinis, GK Roupakias, MN Fardis Structural Journal 101 (6), 773-783, 2004 | 273 | 2004 |
| Deformation capacity of RC members, as controlled by flexure or shear MN Fardis, DE Biskinis Otani symposium 511530, 2003 | 173 | 2003 |
| Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars D Biskinis, MN Fardis Structural concrete 11 (2), 93-108, 2010 | 169 | 2010 |
| Deformations at flexural yielding of members with continuous or lap-spliced bars D Biskinis, MN Fardis Structural concrete 11 (3), 127-138, 2010 | 152 | 2010 |
| Strength, stiffness, and cyclic deformation capacity of concrete jacketed members SN Bousias, D Biskinis, MN Fardis, AL Spathis ACI Structural Journal 104 (5), 521, 2007 | 79 | 2007 |
| Strength, deformation capacity and failure modes of RC walls under cyclic loading S Grammatikou, D Biskinis, MN Fardis Bulletin of earthquake engineering 13, 3277-3300, 2015 | 76 | 2015 |
| Models for FRP-wrapped rectangular RC columns with continuous or lap-spliced bars under cyclic lateral loading D Biskinis, MN Fardis Engineering structures 57, 199-212, 2013 | 50 | 2013 |
| DEFO RM A TIO NS OFCO NC RETE M EM BERS AT YIELDING AND ULTIMATE UNDER MONOTONIC OR CYCLIC LOADING (INCLUDING REPAIRED AND RETROFITTED MEMBERS) DION BISKINIS, MICHN FARDIS | 39 | 2009 |
| Flexural rotation capacity models fitted to test results using different statistical approaches S Grammatikou, D Biskinis, MN Fardis Structural Concrete 19 (2), 608-624, 2018 | 30 | 2018 |
| Ultimate strain criteria for RC members in monotonic or cyclic flexure S Grammatikou, D Biskinis, MN Fardis Journal of Structural Engineering 142 (9), 04016046, 2016 | 29 | 2016 |
| Resistance and deformation capacity of concrete members with or without retrofitting DE Biskinis Doctoral Thesis, Civil Engineering Department, University of Patras, Patras …, 2007 | 28 | 2007 |
| Stiffness and cyclic deformation capacity of circular RC columns with or without lap-splices and FRP wrapping D Biskinis, MN Fardis Bulletin of Earthquake Engineering 11, 1447-1466, 2013 | 27 | 2013 |
| Models of the flexure-controlled strength, stiffness and cyclic deformation capacity of rectangular RC columns with smooth bars, including lap-splicing and FRP jackets S Grammatikou, MN Fardis, D Biskinis Bulletin of Earthquake Engineering 16, 341-375, 2018 | 25 | 2018 |
| Effect of load cycling, FRP jackets, and lap-splicing of longitudinal bars on the effective stiffness and ultimate deformation of flexure-controlled RC members S Grammatikou, D Biskinis, MN Fardis Journal of Structural Engineering 144 (6), 04018056, 2018 | 24 | 2018 |
| Effect of lap splices on flexural resistance and cyclic deformation capacity of RC members D Biskinis, MN Fardis Beton‐und Stahlbetonbau 102 (S1), 51-59, 2007 | 23 | 2007 |
| Retrofit of RC columns with deficient lap splices SN Bousias, MN Fardis, D Biskinis Proceedings of Fib Symposium “Keep Concrete Attractive”, Budapest, Hungary …, 2005 | 19 | 2005 |
| Cyclic strength and deformation capacity of RC members, including members retrofitted for earthquake resistance DE Biskinis, MN Fardis Proceedings of the 5th international Ph. D. symposium in civil engineering …, 2004 | 17 | 2004 |
| Cyclic shear resistance model for Eurocode 8 consistent with the second-generation Eurocode 2 D Biskinis, MN Fardis Bulletin of Earthquake Engineering 18 (6), 2891-2915, 2020 | 15 | 2020 |
| Deformations of concrete members at yielding and ultimate DE Biskinis University of Patra, Greece, 2006 | 13 | 2006 |
| Cyclic shear resistance for seismic design, based on monotonic shear models in fib Model Code 2010 and in the 2018 draft of Eurocode 2 D Biskinis, MN Fardis Structural Concrete 21 (1), 129-150, 2020 | 11 | 2020 |
Michael N FardisUniversity of PatrasVerified email at upatras.gr
