Publications

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Panagiotakos TB, Fardis MN.  1999.  Deformation-controlled earthquake-resistant design of RC buildings. Journal of Earthquake Engineering. 3:495–518. Abstract
Biskinis D, Fardis MN.  2010.  Deformations at flexural yielding of members with continuous or lap-spliced bars. Structural Journal. 11:123-138. Abstract
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)
Panagiotakos TB, Fardis MN.  2001.  Deformations of reinforced concrete members at yielding and ultimate. ACI Structural Journal. 98:135-148. Abstract
Biskinis D, Roupakias GK, Fardis MN.  2004.  Degradation of shear strength of reinforced concrete members with inelastic cyclic displacements. ACI Structural Journal. 101:773-783. Abstract
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.
Moscholios P.  2009.  Design of reinforced concrete structures according to Eurocode 8.
Fardis MN.  2006.  Design rules for seismic retrofitting with FRPs according to Eurocode 8 and their Background. Retrofitting of concrete Structures through externally bonded FRPs, with emphasis on seismic applications, fib Bulletin 35.
Fardis MN, Carvalho EC, Elnashai A, Faccioli E, Pinto PE, Plumier A.  2005.  Designers' Guide to EN 1998-1 and 1998-5. Eurocode 8: Design Provisions for Earthquake Resistant Structures. Eurocode Guides. Abstract
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.
Fardis MN, Kolias V, Pecker A.  2012.  Designers’ Guide to Eurocode 8: Design of Bridges for Earthquake Resistance EN 1998-2. Eurocode Guides. Abstract
KOLIAS Β, Fardis MN, PECKER Α.  2012.  Designers’ Guide to Eurocode 8: Design of bridges for earthquake resistance, EN 1998-2.
Palios X.  2012.  Development of innovative control system for hybrid testing of stiff structures under seismic excitation. Abstract
Palios X.  2006.  Development of sub-structured pseudodynamic testing algorithm and application to a seismically isolated bridge.
Bardakis V.  2007.  Dispacement-based seismic design of concrete bridges. Abstract
Fardis MN.  2003.  Displacement capacity of members and systems. Displacement-based Design of RC Buildings, fib Bulletin 25.
Fardis MN.  2010.  Displacement- and performance-based seismic design for sustainable earthquake resistant concrete construction. 2nd International Conference on Sustainable Construction Materials & Technologies.
Mahera D.  2001.  Displacement-based assessment and retrofitting of RC structures.
M.N.Fardis, T.B.Panagiotakos.  1997.  Displacement-based Design of RC Buildings: Proposed Approach and Application. Seismic Design Methodologies for the Next Generation of Codes. :195-206.
Panagiotakos TB.  1998.  Displacement-based design of reinforced concrete buildings.
Fardis MN, Bardakis V.  2011.  A displacement-based seismic design procedure for concrete bridges having deck integral with the piers. Bulletin of Earthquake Engineering. 9:537-560. Abstract
Panagiotakos TB, Fardis MN.  2001.  A displacement-based seismic design procedure for RC buildings and comparison with EC8. Earthquake Engineering & Structural Dynamics. 30:1439–1462. Abstract
Pappa E.  2008.  Dynamic behaviour of a railway bridge with three seismic isolation methods.