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Fardis MN.
2017. Synergies and conflicts between seismic design and design for other extreme actions. Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbjörnsson (R. Rupakhety, S. Olafsson, Eds).
Grammatikou S, Biskinis D, Fardis MN.
2014. Strength, deformation capacity and failure mode of RC walls in cyclic loading. 4th International fib Congress and Exhibition. Abstract
Download: fib2014_408_Grammatikou_et_al_full_paper.pdf (279.37 KB)
Fardis MN, Veneziano D.
1981. Statistical Analysis of Sand Liquefaction. ASCE Journal of the Geotechnical Engineering Division. 107:1361-1377.
Elnashai A, Fardis MN, Kappos AJ.
1997. Selected Case Studies. Seismic Design of RC Structures for Controlled Inelastic Response. :79-158.
Fardis MN, Elnashai A, Triantafillou TC.
2003. Seismic Retrofitting Techniques. Seismic Assessment and Retrofit of RC Buildings, fib Bull. No.21. :151-228.
Panagiotakos TB, Fardis MN.
2004. Seismic Performance of RC Frames designed to Eurocode 8 or to the Greek Codes 2000. Bulletin of Earthquake Engineering. 2:221-259.
PAPAILIA A, TSIONIS G, Fardis MN.
2014. Seismic fragility of RC buildings designed to Eurocodes 2 and 8. Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society” (M. Fischinger, ed.). :315-332.
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Fardis MN.
2015. Reinforced Concrete Structures in Earthquake-Resistant Construction. Encyclopedia of Earthquake Engineering (Beer M et al Eds.).
Fardis MN.
1997. Reinforced Concrete Structures. Computer Analysis and Design of Earthquake Resistant Structures - A Handbook. :441-532.
Fardis MN.
2006. Reinforced Concrete (in Greek). :Vol.I:336p,Vol.II:353p,Vol.III:355p.
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, Schetakis A, Strepelias E.
2013. RC buildings retrofitted by converting frame bays into RC walls. Bulletin of Earthquake Engineering. 11:1541-1561. Abstract
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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
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).
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.
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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.).
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
Fardis MN.
1996. Frame Members in Bending with or without Axial Force. RC Frames under Earthquake Loading.
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.
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Fardis MN.
2015. European Structural Design Codes: Seismic Actions. Encyclopedia of Earthquake Engineering (Beer M et al Eds).
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