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Fardis MN, Dritsos SH.  2003.  Assessment of Seismic Damage, Repair and Retrofitting of Concrete Buildings (in Greek). :335.
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Fardis MN, Khalili H.  1981.  Concrete Encased in Fiberglass Reinforced Plastic. Journal of the American Concrete Institute. 78:440-446.
Fardis MN, Cornell CA.  1978.  Containment Liner Seismic Reliability under Statistical Uncertainty. Nuclear Engineering and Design. 49:279-294.
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Bardakis V, Panagiotakos TB, Fardis MN.  1997.  Design of bridge piers directly on the basis of displacement and deformation demands, without iterations with analysis. Guidelines for Displacement-based Design of Buildings and Bridges.
Fardis MN.  2003.  Design of Concrete Bridges (in Greek). :149.
Fardis MN.  2003.  Design of Earthquake Resistant Concrete Structures (in Greek). :296.
Fardis MN, Carvalho E, Elnashai A, Faccioli E, Pinto P, Plumier A.  2005.  Designers’ Guide to EN 1998-1 and EN 1998-5: Eurocode 8: Design of Structures for Earthquake Resistance. General Rules, Seismic Actions, Design Rules for Buildings, Foundations and Retaining Structures. :279.
KOLIAS Β, Fardis MN, PECKER Α.  2012.  Designers’ Guide to Eurocode 8: Design of bridges for earthquake resistance, EN 1998-2.
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Fardis MN.  2016.  EN 1998-3: Seismic assessment and retrofitting of existing buildings. Eurocodes: background and applications. Elaboration of maps for climatic and seismic actions for structural design with the Eurocodes. :141-156.
Fardis MN.  2008.  Ertüchtigung von seismisch beanspruchten Betonbauwerken. :275-308.
Fardis MN.  2015.  European Structural Design Codes: Seismic Actions. Encyclopedia of Earthquake Engineering (Beer M et al Eds).
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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.
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
Fardis MN.  1996.  Frame Members in Bending with or without Axial Force. RC Frames under Earthquake Loading.
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.  2014.  From performance- and displacement-based assessment of existing buildings per EN1998-3 to design of new concrete structures in fib MC2010. Perspectives in European Earthquake Engineering and Seismology (A. Ansal, ed.).
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Fardis MN.  1991.  Member - Type Models for the Nonlinear Seismic Response Analysis of Reinforced Concrete Structures. Experimental and Numerical Methods in Earthquake Engineering. :247-280.
Fardis MN, Grammatikou S, BISKINIS DE.  2017.  Member models for the practical performance-based seismic evaluation of concrete buildings through nonlinear analysis. PESDES 2017 Performance-Based Seismic Design of Structures (D. Beskos, Y. Zhou, J. Qian, X. Lu Eds).
Biskinis D, Fardis MN.  2013.  Models for FRP-wrapped rectangular RC columns with continuous or lap-spliced bars under cyclic lateral loading. Engineering Structures. 57:199–212. Abstract
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Fardis MN.  2001.  Prestressed Concrete (in Greek). :222.
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Fardis MN, Schetakis A, Strepelias E.  2013.  RC buildings retrofitted by converting frame bays into RC walls. Bulletin of Earthquake Engineering. 11:1541-1561. Abstract
Fardis MN, Biskinis D, Grammatikou S.  2014.  RC members in cyclic loading: Strength, deformation capacity, failure modes. 8th International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures (AMCM2014). Abstract  Download: Keynote_Fardis.pdf (7.79 MB)
Fardis MN.  2006.  Reinforced Concrete (in Greek). :Vol.I:336p,Vol.II:353p,Vol.III:355p.