Publications

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2011
Fardis MN, Carvalho EC, Elnashai A, Faccioli E, Pinto PE, Plumier A.  2011.  Οδηγός σχεδιασμού σύμφωνα με τον Ευρωκώδικα 8: Αντισεισμικός σχεδιασμός κατασκευών. Abstract
2010
Biskinis D, Fardis MN.  2010.  Deformations at flexural yielding of members with continuous or lap-spliced bars. Structural Journal. 11:123-138. Abstract
Fardis MN.  2010.  Displacement- and performance-based seismic design for sustainable earthquake resistant concrete construction. 2nd International Conference on Sustainable Construction Materials & Technologies.
Biskinis D, Fardis MN.  2010.  Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars. Structural Concrete. 11:93-108. Abstract
Fardis MN.  2010.  Modelling of concrete buildings for practical nonlinear seismic response analysis. Architecture, Civil Engineering, Environment. 3:31-46. Abstract
Fardis MN.  2010.  Advances in performance-based earthquake engineering. Geotechnical, Geological and Earthquake Engineering. 13
Schetakis A.  2010.  Effectiveness of the conversion of frame bays into walls for the seismic strengthening of reinforced concrete buildings.
2009
Biskinis D, Fardis MN.  2009.  Deformations of concrete members at yielding and ultimate under monotonic or cyclic loading (including repaired and retrofitted members). Abstract  Download: ACES_Report_SEE2009-01.pdf (2.57 MB)
Moscholios P.  2009.  Design of reinforced concrete structures according to Eurocode 8.
Spathis S.  2009.  Experimental study of a 2-storet reinforced concrete building.
Dimoglou E.  2009.  Seismic design of reinforced concrete structures.
Fardis MN.  2009.  Seismic design, assessment and retrofitting of concrete buildings (based on EN Eurocode 8). Geotechnical, Geological and Earthquake Engineering. 8
Biskinis D, Fardis MN.  2009.  Upgrading of resistance and cyclic deformation capacity of deficient concrete columns. Seismic Risk Assessment and Retrofitting With Special Emphasis on Existing Low Rise Structures. 10 Abstract
2008
Fardis MN.  2008.  Modeling of concrete buildings for practical nonlinear seismic response analysis. 6th International Conference on Analytical Models & New Concepts in Concrete and Masonry Structures.
Pappa E.  2008.  Dynamic behaviour of a railway bridge with three seismic isolation methods.
Fardis MN.  2008.  Ertüchtigung von seismisch beanspruchten Betonbauwerken. :275-308.
Kosmopoulos AJ, Fardis MN.  2008.  Simple models for inelastic seismic analysis of asymmetric multistory RC buildings. Journal of Earthquake Engineering. 12 Abstract
Liossatou E.  2008.  Σεισμική αντοχή και ικανότητα παραμόρφωσης μυκητοειδών πλακών. Abstract  Download: Liossatou_MSc_Thesis.pdf (2.56 MB)
2007
Bardakis V.  2007.  Dispacement-based seismic design of concrete bridges. Abstract
Biskinis D, Fardis MN.  2007.  Effect of lap splices on flexural resistance and cyclic deformation capacity of RC members. Beton- und Stahlbetonbau. 102:51-59. Abstract
Biskinis D, Fardins MN.  2007.  Effective elastic stiffness of RC members for use in linear analyses emulating nonlinear ones. Guidelines for Displacement-based Design of Buildings and Bridges.
Kosmopoulos AJ, Fardis MN.  2007.  Estimation of inelastic seismic deformations in asymmetric multistorey RC buildings. Earthquake Engineering & Structural Dynamics. 36:1209–1234. Abstract
Fardis MN.  2007.  Guidelines for displacement-based design of buildings and bridges.  Download: LESSLOSS_Report_5.pdf (9.89 MB)
Bousias S, Fardis MN, Spathis L-A, Kosmopoulos AJ.  2007.  Pseudodynamic response of torsionally unbalanced 2-story test structure. Earthquake Engineering & Structural Dynamics. 36 Abstract
Biskinis D.  2007.  Resistance and deformation capacity of concrete members with or without retrofitting. Abstract  Download: Biskinis_Phd.pdf (4.38 MB)