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Fardis MN, Woerner J-D.  1994.  Frame Members in Flexure and Axial Force with High Shear. Behaviour and Analysis of Reinforced Concrete Structures under Alternate Actions inducing Inelastic Response. Vol. 2: Frames
Fardis MN.  1996.  Frame Members in Flexure and Axial Force with High Shear. RC Frames under Earthquake Loading. :103-137.
Fardis MN.  1994.  Frame Members in Bending with or without Axial Force. Behaviour and Analysis of Reinforced Concrete Structures under Alternate Actions inducing Inelastic Response. Vol. 2: Frames
M.N.Fardis, Filippou F.  1994.  Frame Members in Bending with or without Axial Force. Behaviour and Analysis of Reinforced Concrete Structures under Alternate Actions inducing Inelastic Response. Vol. 2: Frames. Bull. No. 220
M.N.Fardis, F.Filippou.  1996.  Frame Members in Bending with or without Axial Force. RC Frames under Earthquake Loading. Bull. No. 231:1-102.
Tsionis G, Fardis MN.  2014.  Fragility functions of road and railway bridges. SYNER-G: Typology Definition and Fragility Functions for Physical Elements at Seismic Risk. 27 Abstract
Fardis MN.  1991.  Finite Element Modeling of Reinforced Concrete. Behaviour and Analysis of Reinforced Concrete Structures under Alternate Actions inducing Inelastic Response. Vol. 1: General Models
Fardis MN.  1996.  Finite Element Modeling of Reinforced Concrete. RC Elements under Cyclic Loading. Bull. No. 231:134-167.
M.N.Fardis.  1996.  Finite Element Modeling of Reinforced Concrete. RC Elements under Cyclic Loading. Bull. No. 231:134-167.
E
Fardis MN.  2015.  European Structural Design Codes: Seismic Actions. Encyclopedia of Earthquake Engineering (Beer M et al Eds).
Fardins MN, Veneziano D.  1981.  Estimation of SPT N and Relative Density. ASCE Journal of the Geotechnical Engineering Division. 107:1345-1359.