## Papers in refereed journals - Δημοσιεύσεις σε περιοδικά με κριτές

(1.1) Κάππος, Α.Ι., “Σεισμική συμπεριφορά και αντισεισμικός σχεδιασμός των δοκών από προεντεταμένο σκυρόδεμα”, Τεχνικά Χρονικά, Επιστημ. Έκδοση ΤΕΕ-Επιστημ. Περιοχή Α, Τόμ. 5, Τεύχ. 1, Ιαν.- Μάρ. 1985, σελ. 19-50.

(1.2) Kappos, A.J., “Parametri prigusivanja u analizi armiranobetonskih konstrukcija (Damping Parameters for R/C Building Analysis)”, Gradevinar (Zagreb), V. 5, 1985, pp. 201-209.

(1.3) Κάππος, Α.Ι. και Πενέλης, Γ.Γ., “Διερεύνηση της ανελαστικής σεισμικής συμπεριφοράς υφισταμένων κτιρίων από οπλισμένο σκυρόδεμα στην Ελλάδα”, Τεχνικά Χρονικά, Επιστημ. Εκδοση ΤΕΕ-Επιστημ. Περιοχή Α, Τόμ. 7, Τεύχ. 3, Ιούλ.-Σεπ. 1987, σελ. 53-85.

(1.4) Kappos, A.J., “Analytical Prediction of the Collapse Earthquake for R/C Buildings : Suggested Methodology”, Earthquake Engineering and Structural Dynamics, V. 20, No. 2, Feb. 1991, pp. 167-176.

(1.5) Kappos, A.J., “Analytical Prediction of the Collapse Earthquake for R/C Buildings: Case Studies”, Earthquake Engineering and Structural Dynamics, V. 20, No. 2, Feb. 1991, pp. 177-190.

(1.6) Kappos, A.J., Stylianidis, K.C. and Penelis, G.G., “Analytical Prediction of the Response of Structures to Future Earthquakes”, European Earthquake Engineering Jnl., V. V, No. 1, 1991, pp. 10-21.

(1.7) Athanassiadou, C.J., Penelis, G.G., and Kappos, A.J., “Seismic Response of Adjacent Buildings with Similar or Different Dynamic Characteristics”, Earthquake Spectra, V. 10, No. 2, May 1994, pp. 293-317.

(1.8) Kappos, A.J., “A comparative assessment of R/C structures designed to the 1995 Eurocode 8 and the 1985 CEB Seismic Code”, Structural Design of Tall Buildings, V. 6, No. 1, 1997, pp. 59-83.

(1.9) Kappos, A.J., “Influence of capacity design method on the seismic response of R/C columns”, Journal of Earthquake Engineering, V. 1, No. 2, 1997, pp. 341-399.

(1.10) Kappos, A.J., “Measures of seismic performance”, CEB Bulletin No. 236, Μar. 1997, pp. 57-77.

(1.11) Elnashai, A.S., Fardis, M.N., and Kappos, A.J., “Selected case studies”, CEB Bulletin No. 236, Mar. 1997, pp. 79-158.

(1.12) Kappos, A.J., and Athanassiadou, C.J. “Influence of ductility class on seismic performance of R/C structures designed to Eurocodes 2 and 8”, European Earthquake Engineering Jnl., V. XI, No. 2, 1997, pp. 32-46.

(1.13) Kappos, A.J., “Seismic damage indices for R/C buildings: Evaluation of concepts and procedures”, Progress in Structural Engineering and Materials, V. 1, No. 1, 1997, pp. 78-87.

(1.14) Kappos, A.J., Stylianidis, K.C., and Michailidis, C.N., “Analytical models for brick masonry infilled R/C frames under lateral loading”, Journal of Earthquake Engineering, V. 2, No. 1, Jan. 1998, pp. 59-88.

(1.15) Kappos A.J., Chryssanthopoulos, M.C., and Dymiotis, C., “Probabilistic assessment of European seismic design practice for confined members”, European Earthquake Engineering Jnl., V. XII, No. 3, 1998, pp. 38-51.

(1.16) Booth, E., Kappos A.J., and Park, R., “A critical review of international practice on seismic design of reinforced concrete buildings”, The Structural Engineer, V. 76, No. 11, June 1998, pp. 213-220.

(1.17) Kappos, A.J., Stylianidis, K.C., and Pitilakis, K., “Development of seismic risk scenarios based on a hybrid method of vulnerability assessment”, Natural Hazards, V. 17, No. 2, Mar. 1998, pp. 177-192.

(1.18) Kappos A.J., Chryssanthopoulos, M.C., and Dymiotis, C., “Uncertainty analysis of strength and ductility of confined reinforced concrete members”, Engineering Structures, V. 21, No. 3, Mar. 1999, pp. 195-208.

(1.19) Salonikios, T.N., Kappos A.J., Tegos, I.A. and Penelis, G.G., “Cyclic load behavior of low-slenderness R/C walls: Design basis and test results”, ACI Structural Journal, V. 96, No. 4, July-Aug. 1999, pp. 649-660.

(1.20) Kappos, A.J., “Evaluation of behaviour factors on the basis of ductility and overstrength studies”, Engineering Structures, V. 21, No. 9, Sep. 1999, pp. 823-835.

(1.21) Dymiotis, C., Kappos A.J., and Chryssanthopoulos, M.C., “Seismic reliability of r/c frames with uncertain drift and member capacity”, Journal of Structural Engineering, ASCE, V. 125, No. 9, Sep. 1999, pp. 1038-1047.

(1.22) Kappos, A. J. and Konstantinidis, D.“Statistical analysis of confined high-strength concrete”, Materials and Structures, V. 32, No. 224, Dec. 1999, pp. 734-748.

(1.23) Salonikios, T.N., Kappos A.J., Tegos, I.A. and Penelis, G.G., “Cyclic load behavior of low-slenderness R/C walls: Failure modes, strength and deformation analysis, and design implications”, ACI Structural Journal, V. 97, No. 1, Jan.-Feb. 2000, pp. 132-141.

(1.24) Chryssanthopoulos, M.C., Dymiotis, C., and Kappos A.J., “Probabilistic evaluation of behaviour factors in EC8-designed frames”, Engineering Structures, V. 22, Νο. 8, Aug. 2000, pp. 1028-1041.

(1.25) Kappos A.J. and Kyriakakis, P. “A reevaluation of scaling techniques for natural records”, Soil Dynamics & Earthquake Engineering, V. 20, No. 1-4, Oct. 2000, pp. 111-123.

(1.26) Dymiotis, C., Kappos A.J., and Chryssanthopoulos, M.C., “Seismic reliability of masonry infilled r/c frames”, Journal of Structural Engineering, ASCE, V. 127, No. 3, Mar. 2001, pp. 296-305.

(1.27) Kappos A.J. and Sextos, A.G. “Effect of foundation type and compliance on the lateral load response of R/C bridges”, Journal of Bridge Engineering, ASCE, V. 6, No. 2, Mar-Apr. 2001, pp. 120-130.

(1.28) Kappos A.J. and Manafpour, A. “Seismic Design of R/C buildings with the aid of advanced analytical techniques “, Engineering Structures, V. 23, No. 4, Apr. 2001, pp. 319-332.

(1.29) Kappos A.J., Penelis, Gr.G., and Drakopoulos, C. “Evaluation of simplified models for the analysis of unreinforced masonry (URM) buildings”, Journal of Structural Engineering, ASCE, V. 128, No. 7, July 2002, pp. 890-897.

(1.30) Kappos, A.J., Manolis, G.D. and Moschonas, I.F. “Seismic assessment and design of R/C bridges with irregular configuration, including SSI effects”, Engineering Structures, V. 24, No.10, Oct. 2002, pp. 1337-1348.

(1.31) Sextos, A., Pitilakis, K. and Kappos, A. “Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 1: Methodology and analytical tools”, Earthquake Engineering and Structural Dynamics, V. 32, No. 4, 2003, pp. 607-627.

(1.32) Sextos, A., Kappos, A., and Pitilakis K “Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 2: Parametric Study”, Earthquake Engineering and Structural Dynamics, V. 32, No. 4, 2003, pp. 629-652.

(1.33) Kappos, A.J., Nuti, C. and Sucuoglu, H., “

(1.34) Antoniades, K. K., Salonikios, T. N. and Kappos A. J. “Cyclic tests on seismically damaged reinforced concrete walls strengthened using fiber-reinforced polymer reinforcement”, ACI Structural Journal, V. 100, No. 4, 2003, pp. 510-518.

(1.35) Konstantinidis, D. and Kappos, A. J. “Analytical modelling of confined HSC columns under flexure and axial loads”, Mag. of Concrete Research, V. 55, No. 4, 2003, 395-403.

(1.36) Kappos, A.J. and Panagopoulos, G. “Performance-based seismic design of 3D R/C buildings using inelastic static and dynamic analysis procedures”, ISET Journal of Earthquake Technology,

(1.37) Papanikolaou, K.V., Tegos, I.A. and Kappos, A.J. “Punching shear testing of R/C slabs, and design implications”, Mag. of Concrete Research, V. 57, No. 3, 2005, pp. 167-177.

(1.38) Antoniades, K.A., Salonikios, T.N. and Kappos, A.J., “Tests on seismically damaged R/C walls repaired and strengthened using FRP’s”, Journal of Composites for Construction, ASCE, V. 9, No. 3, May-June 2005, pp. 236-246.

(1.39) Dolce, M., Kappos, A., Masi, A., Penelis, Gr. and Vona, M. “Vulnerability assessment and earthquake damage scenarios of the building stock of Potenza (Southern Italy) using italian and greek methodologies”, Engineering Structures, V. 28, No. 3, Feb. 2006, pp. 357-371.

(1.40) Kappos, A. J., Panagopoulos, G., Panagiotopoulos, Ch. and Penelis, Gr. “A hybrid method for the vulnerability assessment of R/C and URM buildings”, Bull. of Earthquake Engineering, V. 4, No. 4, 2006, 391-413.

(1.41) Paraskeva, Th., Kappos, A.J., and Sextos, A.G., “Extension of modal pushover analysis to seismic assessment of bridges”, Earthquake Engineering & Structural Dynamics, V. 35, No. 10, Aug. 2006, 1269-1293.

(1.42) Konstantinidis, D. Kappos, A.J. and Izzuddin, B.A. “Analytical stress – strain model for high strength concrete members under cyclic loading”, Journal of Structural Engineering, ASCE, V. 133, no. 4, Apr. 2007, 481-605.

(1.43) Kappos, A.J., Lekidis, V., Panagopoulos, G., et al., “Estimation of economic loss for buildings in the area struck by the 1999 Athens earthquake and comparison with actual repair costs”, Earthquake Spectra, V. 23, no. 2, May 2007, 333-355.

(1.44) Antoniades, K.A., Salonikios, T.N. and Kappos, A.J., “Evaluation of Hysteretic Response and Strength of Repaired R/C Walls Strengthened with FRPs”, Engineering Structures, V. 29, No. 9, Sep. 2007, 2031-2418.

(1.45) Kappos, A.J., and Antoniades, P., “A contribution to seismic shear design of R/C walls in dual structures”, Bull. of Earthquake Engineering, V. 5, no. 3, Aug. 2007, 443-466.

(1.46) Karakostas, C.Z., Athanassiadou, C.J., Kappos, A.J. and Lekidis, V.A., “Site-dependent design spectra and strength modification factors, based on records from Greece”, Soil Dynamics & Earthquake Engineering, V. 27, no. 11, Nov. 2007, 1012–1027.

(1.47) Papanikolaou, V.K. and Kappos, A.J. “Confinement-sensitive plasticity constitutive model for concrete in triaxial compression”, Int. Jnl of Solids & Structures, V. 44, no. 21, Oct. 2007, 7021–7048.

(1.48) Kappos, A.J., and Dimitrakopoulos, E.G., “Feasibility of pre-earthquake strengthening of buildings based on cost-benefit and life-cycle cost analysis, with the aid of fragility curves”, Natural Hazards, V. 45, no. 1, 2008, 33-54.

(1.49) Sextos, A.G., Kappos, A.J., and Stylianidis, K.C. “A coupled GIS-Database expert system for the Pre- and Post- Earthquake Assessment of buildings”, Computer-Aided Civil and Infrastructure Engineering, V. 23, no. 1, 2008, 59-73.

(1.50) Kappos, A.J., Panagopoulos, G., and Penelis, Gr. “Development of a seismic damage and loss scenario for contemporary and historical buildings in Thessaloniki”, Soil Dynamics & Earthquake Engineering, V. 28, no. 10-11, 2008, 836 – 850.

(1.51) Mergos, P.E. and Kappos, A.J. “A distributed shear and flexural flexibility model with shear-flexure interaction for r/c members subjected to seismic loading”, Earthquake Engineering & Structural Dynamics, V. 37, no. 12, 2008,1349-1370.

(1.52) Mitolidis, G.J. Salonikios, T.N. and Kappos, A.J. “Mechanical and Bond Characteristics of SRP and CFRP Reinforcement – A Comparative Research”, The OpenConstruction and Building Technology Journal, V. 2, 2008, 207-216.

(1.53) Dimitrakopoulos, E., Makris, N. and Kappos, A. J., “Dimensional Analysis of the Earthquake Induced Pounding between Adjacent Oscillators”, Earthquake Engineering & Structural Dynamics, V. 38, no. 7, 2009, 867-886.

(1.54) Moschonas, I.F., Kappos, A.J., Panetsos, P., Papadopoulos, V., Makarios, T., Thanopoulos, P. “Seismic fragility curves for greek bridges: Methodology and case studies”, Bull. of Earthquake Engineering, V. 7, no. 2, 2009, 439–468.

(1.55) Dimitrakopoulos, E., Kappos, A. J. and Makris, N., “Dimensional Analysis of Yielding and Pounding Structures for Records Without Distinct Pulses”, Soil Dynamics & Earthquake Engineering, V. 29, no. 7, 2009, 1170-1180.

(1.56) Sextos, A.G., Kappos, A.J., “Seismic response of bridges under asynchronous excitation: Implications for practical design”, Bull. of Earthquake Engineering, V. 7, no. 2, 2009, 519–545.

(1.57) Papanikolaou, V.K. and Kappos, A.J. “Numerical study of confinement effectiveness in solid and hollow reinforced concrete bridge piers: Methodology”, Computers and Structures, V. 87, no. 21-22, 2009, 1427-1439

(1.58) Papanikolaou, V.K. and Kappos, A.J. “Numerical study of confinement effectiveness in solid and hollow reinforced concrete bridge piers: Analysis results and discussion”, Computers and Structures, V. 87, no. 21-22, 2009, 1440-1450.

(1.59) Dimitrakopoulos, E., Makris, N. and Kappos, A. J., “Dimensional Analysis of the Earthquake Response of a Pounding Oscillator”, ASCE Jnl. of Engineering Mechanics, V. 136, no. 3, 2010, 299-310.

(1.60) Kappos, A.J. and Panagopoulos, G. “Fragility curves for R/C buildings in Greece”, Structure & Infrastructure Engineering, V. 6, no. 1, 2010, 39 - 53.

(1.61) Mergos, P.E. and Kappos, A.J. “Seismic damage analysis including inelastic shear-flexure interaction”, Bull. of Earthquake Engineering, V. 8, no. 1, 2010, 27–46.

(1.62) Paraskeva, Th., Kappos, A.J., “Further development of a multimodal pushover analysis procedure for seismic assessment of bridges”Earthquake Engineering & Structural Dynamics, V. 39, no. 2, 2010, 211 – 222.

(1.63) Kappos, A. J. and Stefanidou, S. “A deformation-based seismic design method for 3D R/C irregular buildings using inelastic dynamic analysis”, Bull. of Earthquake Engineering, V. 8, no. 4, 2010, 875-895.

(1.64) Penelis, Gr.G. and Kappos A.J., “A theoretical approach to the torsional effects in single storey buildings”, International Review of Civil Engineering, V.1, no. 1, 2010.

(1.65) Kappos, A.J., G.K. Panagopoulos, A.G. Sextos, V.K. Papanikolaou, K.C. Stylianidis, “Development of Comprehensive Earthquake Loss Scenarios for a Greek and a Turkish City - Structural Aspects”, Earthquakes & Structures, V. 1, no. 2, 2010, 197-214.

(1.66) Kappos, A.J., “Design of earthquake resistant buildings”, Izgradnja, V. 64, no. 5-6, 2010, 305-344.

(1.67) Kappos, A.J. and Antoniades, P., “Evaluation and suggestions for improvement of seismic design procedures for R/C walls in dual systems”, Earthquake Engineering & Structural Dynamics, V. 40, no. 1, 2011, 35–53.

(1.68) Dimitrakopoulos, E., Makris, N. and Kappos, A. J., “Dimensional Analysis of the Earthquake-induced Pounding Between Inelastic Structures", Bull. of Earthquake Engineering, V. 9, no. 3, 2011, 561–579.

(1.69) Athanassiadou, C.J., Karakostas, C.Z., Margaris, B.N., Kappos, A.J., “Evaluation of design displacement spectra and displacement modification factors, on the basis of records from Greece”, Soil Dynamics & Earthquake Engineering, V. 31, no. 12, 2011, 1640-1653.

(1.70) Kouris, L. and Kappos, A.J. “Detailed and simplified non-linear models for timber-framed masonry structures”, Jnl of Cultural Heritage,

(1.71) Mitolidis, G.J. Salonikios, T.N. and Kappos, A.J. “Test Results and Strength Estimation of R/C Beams Strengthened Against Flexural or Shear Failure by the Use of SRP and CFRP”

(1.75) Mergos, P.E. and Kappos, A.J. “A gradual spread inelasticity model for R/C beam-columns, accounting for flexure, shear and anchorage slip”, accepted for publication in

(1.76) Kappos, A.J., Gkatzogias, K.I., and Gidaris, I., “Extension of direct displacement-based design methodology for bridges to account for higher mode effects”,

(1.79) Kappos, A.J., and Penelis, G.G., Discussion of paper “Influence of Concrete and Steel Properties on Calculated Inelastic Seismic Response of Reinforced Concrete Frames”, Journal of the ACI, Vol. 83, No. 1, Jan.-Feb. 1986, 167-169.

(1.80) Kappos, A.J., Discussion of paper “Damage Scenarios Simulation for Seismic Risk Assessment in Urban Zones”, Earthquake Spectra, Vol. 13, No. 3, Aug. 1997, 549-551.

(1.81) Kappos, A.J., Discussion of paper “Stress-strain model for confined reinforced concrete in bridge piers”, J. of Struct. Engineering, ASCE, No. 10, Oct. 1998, 1227.

(1.82) Kappos, A.J., “Guest Editorial: Earthquake Protection of Bridges”, Bull. of Earthquake Engineering, V. 7, no. 2, 2009, 341-342.

(1.83) Kappos, A.J., Book review: "Seismic design Aids for Nonlinear Analysis of Reinforced Concrete Structures", Chandrasekaran et al. (CRC Press), Engineering Structures, V. 32, no. 8, 2010, 2503-2504.

(1.2) Kappos, A.J., “Parametri prigusivanja u analizi armiranobetonskih konstrukcija (Damping Parameters for R/C Building Analysis)”, Gradevinar (Zagreb), V. 5, 1985, pp. 201-209.

(1.3) Κάππος, Α.Ι. και Πενέλης, Γ.Γ., “Διερεύνηση της ανελαστικής σεισμικής συμπεριφοράς υφισταμένων κτιρίων από οπλισμένο σκυρόδεμα στην Ελλάδα”, Τεχνικά Χρονικά, Επιστημ. Εκδοση ΤΕΕ-Επιστημ. Περιοχή Α, Τόμ. 7, Τεύχ. 3, Ιούλ.-Σεπ. 1987, σελ. 53-85.

(1.4) Kappos, A.J., “Analytical Prediction of the Collapse Earthquake for R/C Buildings : Suggested Methodology”, Earthquake Engineering and Structural Dynamics, V. 20, No. 2, Feb. 1991, pp. 167-176.

(1.5) Kappos, A.J., “Analytical Prediction of the Collapse Earthquake for R/C Buildings: Case Studies”, Earthquake Engineering and Structural Dynamics, V. 20, No. 2, Feb. 1991, pp. 177-190.

(1.6) Kappos, A.J., Stylianidis, K.C. and Penelis, G.G., “Analytical Prediction of the Response of Structures to Future Earthquakes”, European Earthquake Engineering Jnl., V. V, No. 1, 1991, pp. 10-21.

(1.7) Athanassiadou, C.J., Penelis, G.G., and Kappos, A.J., “Seismic Response of Adjacent Buildings with Similar or Different Dynamic Characteristics”, Earthquake Spectra, V. 10, No. 2, May 1994, pp. 293-317.

(1.8) Kappos, A.J., “A comparative assessment of R/C structures designed to the 1995 Eurocode 8 and the 1985 CEB Seismic Code”, Structural Design of Tall Buildings, V. 6, No. 1, 1997, pp. 59-83.

(1.9) Kappos, A.J., “Influence of capacity design method on the seismic response of R/C columns”, Journal of Earthquake Engineering, V. 1, No. 2, 1997, pp. 341-399.

(1.10) Kappos, A.J., “Measures of seismic performance”, CEB Bulletin No. 236, Μar. 1997, pp. 57-77.

(1.11) Elnashai, A.S., Fardis, M.N., and Kappos, A.J., “Selected case studies”, CEB Bulletin No. 236, Mar. 1997, pp. 79-158.

(1.12) Kappos, A.J., and Athanassiadou, C.J. “Influence of ductility class on seismic performance of R/C structures designed to Eurocodes 2 and 8”, European Earthquake Engineering Jnl., V. XI, No. 2, 1997, pp. 32-46.

(1.13) Kappos, A.J., “Seismic damage indices for R/C buildings: Evaluation of concepts and procedures”, Progress in Structural Engineering and Materials, V. 1, No. 1, 1997, pp. 78-87.

(1.14) Kappos, A.J., Stylianidis, K.C., and Michailidis, C.N., “Analytical models for brick masonry infilled R/C frames under lateral loading”, Journal of Earthquake Engineering, V. 2, No. 1, Jan. 1998, pp. 59-88.

(1.15) Kappos A.J., Chryssanthopoulos, M.C., and Dymiotis, C., “Probabilistic assessment of European seismic design practice for confined members”, European Earthquake Engineering Jnl., V. XII, No. 3, 1998, pp. 38-51.

(1.16) Booth, E., Kappos A.J., and Park, R., “A critical review of international practice on seismic design of reinforced concrete buildings”, The Structural Engineer, V. 76, No. 11, June 1998, pp. 213-220.

(1.17) Kappos, A.J., Stylianidis, K.C., and Pitilakis, K., “Development of seismic risk scenarios based on a hybrid method of vulnerability assessment”, Natural Hazards, V. 17, No. 2, Mar. 1998, pp. 177-192.

(1.18) Kappos A.J., Chryssanthopoulos, M.C., and Dymiotis, C., “Uncertainty analysis of strength and ductility of confined reinforced concrete members”, Engineering Structures, V. 21, No. 3, Mar. 1999, pp. 195-208.

(1.19) Salonikios, T.N., Kappos A.J., Tegos, I.A. and Penelis, G.G., “Cyclic load behavior of low-slenderness R/C walls: Design basis and test results”, ACI Structural Journal, V. 96, No. 4, July-Aug. 1999, pp. 649-660.

(1.20) Kappos, A.J., “Evaluation of behaviour factors on the basis of ductility and overstrength studies”, Engineering Structures, V. 21, No. 9, Sep. 1999, pp. 823-835.

(1.21) Dymiotis, C., Kappos A.J., and Chryssanthopoulos, M.C., “Seismic reliability of r/c frames with uncertain drift and member capacity”, Journal of Structural Engineering, ASCE, V. 125, No. 9, Sep. 1999, pp. 1038-1047.

(1.22) Kappos, A. J. and Konstantinidis, D.“Statistical analysis of confined high-strength concrete”, Materials and Structures, V. 32, No. 224, Dec. 1999, pp. 734-748.

(1.23) Salonikios, T.N., Kappos A.J., Tegos, I.A. and Penelis, G.G., “Cyclic load behavior of low-slenderness R/C walls: Failure modes, strength and deformation analysis, and design implications”, ACI Structural Journal, V. 97, No. 1, Jan.-Feb. 2000, pp. 132-141.

(1.24) Chryssanthopoulos, M.C., Dymiotis, C., and Kappos A.J., “Probabilistic evaluation of behaviour factors in EC8-designed frames”, Engineering Structures, V. 22, Νο. 8, Aug. 2000, pp. 1028-1041.

(1.25) Kappos A.J. and Kyriakakis, P. “A reevaluation of scaling techniques for natural records”, Soil Dynamics & Earthquake Engineering, V. 20, No. 1-4, Oct. 2000, pp. 111-123.

(1.26) Dymiotis, C., Kappos A.J., and Chryssanthopoulos, M.C., “Seismic reliability of masonry infilled r/c frames”, Journal of Structural Engineering, ASCE, V. 127, No. 3, Mar. 2001, pp. 296-305.

(1.27) Kappos A.J. and Sextos, A.G. “Effect of foundation type and compliance on the lateral load response of R/C bridges”, Journal of Bridge Engineering, ASCE, V. 6, No. 2, Mar-Apr. 2001, pp. 120-130.

(1.28) Kappos A.J. and Manafpour, A. “Seismic Design of R/C buildings with the aid of advanced analytical techniques “, Engineering Structures, V. 23, No. 4, Apr. 2001, pp. 319-332.

(1.29) Kappos A.J., Penelis, Gr.G., and Drakopoulos, C. “Evaluation of simplified models for the analysis of unreinforced masonry (URM) buildings”, Journal of Structural Engineering, ASCE, V. 128, No. 7, July 2002, pp. 890-897.

(1.30) Kappos, A.J., Manolis, G.D. and Moschonas, I.F. “Seismic assessment and design of R/C bridges with irregular configuration, including SSI effects”, Engineering Structures, V. 24, No.10, Oct. 2002, pp. 1337-1348.

(1.31) Sextos, A., Pitilakis, K. and Kappos, A. “Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 1: Methodology and analytical tools”, Earthquake Engineering and Structural Dynamics, V. 32, No. 4, 2003, pp. 607-627.

(1.32) Sextos, A., Kappos, A., and Pitilakis K “Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 2: Parametric Study”, Earthquake Engineering and Structural Dynamics, V. 32, No. 4, 2003, pp. 629-652.

(1.33) Kappos, A.J., Nuti, C. and Sucuoglu, H., “

*Seismic Assessment and Retrofit of RC Buildings*: Case Studies”,*fib*Bulletin No. 24, May 2003, pp. 251-306.(1.34) Antoniades, K. K., Salonikios, T. N. and Kappos A. J. “Cyclic tests on seismically damaged reinforced concrete walls strengthened using fiber-reinforced polymer reinforcement”, ACI Structural Journal, V. 100, No. 4, 2003, pp. 510-518.

(1.35) Konstantinidis, D. and Kappos, A. J. “Analytical modelling of confined HSC columns under flexure and axial loads”, Mag. of Concrete Research, V. 55, No. 4, 2003, 395-403.

(1.36) Kappos, A.J. and Panagopoulos, G. “Performance-based seismic design of 3D R/C buildings using inelastic static and dynamic analysis procedures”, ISET Journal of Earthquake Technology,

*Special Issue*: Performance-Based Seismic Design (Edited by MJN Priestley), V. 41, No. 1, Mar. 2004, pp. 141-158.(1.37) Papanikolaou, K.V., Tegos, I.A. and Kappos, A.J. “Punching shear testing of R/C slabs, and design implications”, Mag. of Concrete Research, V. 57, No. 3, 2005, pp. 167-177.

(1.38) Antoniades, K.A., Salonikios, T.N. and Kappos, A.J., “Tests on seismically damaged R/C walls repaired and strengthened using FRP’s”, Journal of Composites for Construction, ASCE, V. 9, No. 3, May-June 2005, pp. 236-246.

(1.39) Dolce, M., Kappos, A., Masi, A., Penelis, Gr. and Vona, M. “Vulnerability assessment and earthquake damage scenarios of the building stock of Potenza (Southern Italy) using italian and greek methodologies”, Engineering Structures, V. 28, No. 3, Feb. 2006, pp. 357-371.

(1.40) Kappos, A. J., Panagopoulos, G., Panagiotopoulos, Ch. and Penelis, Gr. “A hybrid method for the vulnerability assessment of R/C and URM buildings”, Bull. of Earthquake Engineering, V. 4, No. 4, 2006, 391-413.

(1.41) Paraskeva, Th., Kappos, A.J., and Sextos, A.G., “Extension of modal pushover analysis to seismic assessment of bridges”, Earthquake Engineering & Structural Dynamics, V. 35, No. 10, Aug. 2006, 1269-1293.

(1.42) Konstantinidis, D. Kappos, A.J. and Izzuddin, B.A. “Analytical stress – strain model for high strength concrete members under cyclic loading”, Journal of Structural Engineering, ASCE, V. 133, no. 4, Apr. 2007, 481-605.

(1.43) Kappos, A.J., Lekidis, V., Panagopoulos, G., et al., “Estimation of economic loss for buildings in the area struck by the 1999 Athens earthquake and comparison with actual repair costs”, Earthquake Spectra, V. 23, no. 2, May 2007, 333-355.

(1.44) Antoniades, K.A., Salonikios, T.N. and Kappos, A.J., “Evaluation of Hysteretic Response and Strength of Repaired R/C Walls Strengthened with FRPs”, Engineering Structures, V. 29, No. 9, Sep. 2007, 2031-2418.

(1.45) Kappos, A.J., and Antoniades, P., “A contribution to seismic shear design of R/C walls in dual structures”, Bull. of Earthquake Engineering, V. 5, no. 3, Aug. 2007, 443-466.

(1.46) Karakostas, C.Z., Athanassiadou, C.J., Kappos, A.J. and Lekidis, V.A., “Site-dependent design spectra and strength modification factors, based on records from Greece”, Soil Dynamics & Earthquake Engineering, V. 27, no. 11, Nov. 2007, 1012–1027.

(1.47) Papanikolaou, V.K. and Kappos, A.J. “Confinement-sensitive plasticity constitutive model for concrete in triaxial compression”, Int. Jnl of Solids & Structures, V. 44, no. 21, Oct. 2007, 7021–7048.

(1.48) Kappos, A.J., and Dimitrakopoulos, E.G., “Feasibility of pre-earthquake strengthening of buildings based on cost-benefit and life-cycle cost analysis, with the aid of fragility curves”, Natural Hazards, V. 45, no. 1, 2008, 33-54.

(1.49) Sextos, A.G., Kappos, A.J., and Stylianidis, K.C. “A coupled GIS-Database expert system for the Pre- and Post- Earthquake Assessment of buildings”, Computer-Aided Civil and Infrastructure Engineering, V. 23, no. 1, 2008, 59-73.

(1.50) Kappos, A.J., Panagopoulos, G., and Penelis, Gr. “Development of a seismic damage and loss scenario for contemporary and historical buildings in Thessaloniki”, Soil Dynamics & Earthquake Engineering, V. 28, no. 10-11, 2008, 836 – 850.

(1.51) Mergos, P.E. and Kappos, A.J. “A distributed shear and flexural flexibility model with shear-flexure interaction for r/c members subjected to seismic loading”, Earthquake Engineering & Structural Dynamics, V. 37, no. 12, 2008,1349-1370.

(1.52) Mitolidis, G.J. Salonikios, T.N. and Kappos, A.J. “Mechanical and Bond Characteristics of SRP and CFRP Reinforcement – A Comparative Research”, The OpenConstruction and Building Technology Journal, V. 2, 2008, 207-216.

(1.53) Dimitrakopoulos, E., Makris, N. and Kappos, A. J., “Dimensional Analysis of the Earthquake Induced Pounding between Adjacent Oscillators”, Earthquake Engineering & Structural Dynamics, V. 38, no. 7, 2009, 867-886.

(1.54) Moschonas, I.F., Kappos, A.J., Panetsos, P., Papadopoulos, V., Makarios, T., Thanopoulos, P. “Seismic fragility curves for greek bridges: Methodology and case studies”, Bull. of Earthquake Engineering, V. 7, no. 2, 2009, 439–468.

(1.55) Dimitrakopoulos, E., Kappos, A. J. and Makris, N., “Dimensional Analysis of Yielding and Pounding Structures for Records Without Distinct Pulses”, Soil Dynamics & Earthquake Engineering, V. 29, no. 7, 2009, 1170-1180.

(1.56) Sextos, A.G., Kappos, A.J., “Seismic response of bridges under asynchronous excitation: Implications for practical design”, Bull. of Earthquake Engineering, V. 7, no. 2, 2009, 519–545.

(1.57) Papanikolaou, V.K. and Kappos, A.J. “Numerical study of confinement effectiveness in solid and hollow reinforced concrete bridge piers: Methodology”, Computers and Structures, V. 87, no. 21-22, 2009, 1427-1439

*.*(1.58) Papanikolaou, V.K. and Kappos, A.J. “Numerical study of confinement effectiveness in solid and hollow reinforced concrete bridge piers: Analysis results and discussion”, Computers and Structures, V. 87, no. 21-22, 2009, 1440-1450.

(1.59) Dimitrakopoulos, E., Makris, N. and Kappos, A. J., “Dimensional Analysis of the Earthquake Response of a Pounding Oscillator”, ASCE Jnl. of Engineering Mechanics, V. 136, no. 3, 2010, 299-310.

(1.60) Kappos, A.J. and Panagopoulos, G. “Fragility curves for R/C buildings in Greece”, Structure & Infrastructure Engineering, V. 6, no. 1, 2010, 39 - 53.

(1.61) Mergos, P.E. and Kappos, A.J. “Seismic damage analysis including inelastic shear-flexure interaction”, Bull. of Earthquake Engineering, V. 8, no. 1, 2010, 27–46.

(1.62) Paraskeva, Th., Kappos, A.J., “Further development of a multimodal pushover analysis procedure for seismic assessment of bridges”Earthquake Engineering & Structural Dynamics, V. 39, no. 2, 2010, 211 – 222.

(1.63) Kappos, A. J. and Stefanidou, S. “A deformation-based seismic design method for 3D R/C irregular buildings using inelastic dynamic analysis”, Bull. of Earthquake Engineering, V. 8, no. 4, 2010, 875-895.

(1.64) Penelis, Gr.G. and Kappos A.J., “A theoretical approach to the torsional effects in single storey buildings”, International Review of Civil Engineering, V.1, no. 1, 2010.

(1.65) Kappos, A.J., G.K. Panagopoulos, A.G. Sextos, V.K. Papanikolaou, K.C. Stylianidis, “Development of Comprehensive Earthquake Loss Scenarios for a Greek and a Turkish City - Structural Aspects”, Earthquakes & Structures, V. 1, no. 2, 2010, 197-214.

(1.66) Kappos, A.J., “Design of earthquake resistant buildings”, Izgradnja, V. 64, no. 5-6, 2010, 305-344.

(1.67) Kappos, A.J. and Antoniades, P., “Evaluation and suggestions for improvement of seismic design procedures for R/C walls in dual systems”, Earthquake Engineering & Structural Dynamics, V. 40, no. 1, 2011, 35–53.

(1.68) Dimitrakopoulos, E., Makris, N. and Kappos, A. J., “Dimensional Analysis of the Earthquake-induced Pounding Between Inelastic Structures", Bull. of Earthquake Engineering, V. 9, no. 3, 2011, 561–579.

(1.69) Athanassiadou, C.J., Karakostas, C.Z., Margaris, B.N., Kappos, A.J., “Evaluation of design displacement spectra and displacement modification factors, on the basis of records from Greece”, Soil Dynamics & Earthquake Engineering, V. 31, no. 12, 2011, 1640-1653.

(1.70) Kouris, L. and Kappos, A.J. “Detailed and simplified non-linear models for timber-framed masonry structures”, Jnl of Cultural Heritage,

*V. 13, no. 1, 2012, 47–58.*(1.71) Mitolidis, G.J. Salonikios, T.N. and Kappos, A.J. “Test Results and Strength Estimation of R/C Beams Strengthened Against Flexural or Shear Failure by the Use of SRP and CFRP”

*, Composites – Part B: Engineering,*V. 43, no. 3, 2012, 1117–1129.(1.72)*Salonikios, T.N., Sextos, A.G. and Kappos A.J., “Tests on composite slabs and evaluation of relevant Eurocode 4 provisions”,**Steel & Composite Structures,*2012*(*

(1.73) Mitolidis, G.J. Salonikios, T.N. and Kappos, A.J. “Tests on R/C Beams Strengthened at the Span with Externally-bonded Polymers, Reinforced with Carbon or Steel Fibers”*in press*).*, Journal of Composites for Construction, ASCE,*2012*(*

(1.74)*in press*).*Kappos, A.J., Gidaris, I. and Gkatzogias, K.I., “Problems associated with direct displacement-based design of concrete bridges with single-column piers, and some suggested improvements”,*Bull. of Earthquake Engineering, DOI10.1007/ s10518-012-9354-y, Apr. 2012.(1.75) Mergos, P.E. and Kappos, A.J. “A gradual spread inelasticity model for R/C beam-columns, accounting for flexure, shear and anchorage slip”, accepted for publication in

*Engineering Structures,*May 2012.(1.76) Kappos, A.J., Gkatzogias, K.I., and Gidaris, I., “Extension of direct displacement-based design methodology for bridges to account for higher mode effects”,

*Earthquake Engineering & Structural Dynamics (*in press)*; Appendix A available here*

(1.77) Mergos, P.E. and Kappos, A.J. “A combined local damage index for seismic assessment of existing R/C structures” submitted to*Earthquake Engineering & Structural Dynamics,*Jan. 2012*.*

(1.78) Papanikolaou, V.K., Stefanidou, S.P. and Kappos, A.J. “The Effect of Preloading on the Strength of Jacketed R/C Columns” submitted to*Construction & Building Materials,*Apr. 2012.*Short*communications*-**Σύντομα**άρθρα*(1.79) Kappos, A.J., and Penelis, G.G., Discussion of paper “Influence of Concrete and Steel Properties on Calculated Inelastic Seismic Response of Reinforced Concrete Frames”, Journal of the ACI, Vol. 83, No. 1, Jan.-Feb. 1986, 167-169.

(1.80) Kappos, A.J., Discussion of paper “Damage Scenarios Simulation for Seismic Risk Assessment in Urban Zones”, Earthquake Spectra, Vol. 13, No. 3, Aug. 1997, 549-551.

(1.81) Kappos, A.J., Discussion of paper “Stress-strain model for confined reinforced concrete in bridge piers”, J. of Struct. Engineering, ASCE, No. 10, Oct. 1998, 1227.

(1.82) Kappos, A.J., “Guest Editorial: Earthquake Protection of Bridges”, Bull. of Earthquake Engineering, V. 7, no. 2, 2009, 341-342.

(1.83) Kappos, A.J., Book review: "Seismic design Aids for Nonlinear Analysis of Reinforced Concrete Structures", Chandrasekaran et al. (CRC Press), Engineering Structures, V. 32, no. 8, 2010, 2503-2504.

## Papers in refereed conference proceedings - Εργασίες σε πρακτικά διεθνών συνεδρίων με κριτές

(2.1) Kappos, A.J., “Damping Parameters in Computer-Aided Seismic Analysis of R/C Buildings”,

(2.2) Kappos, A.J., “Input Parameters for Inelastic Seismic Analysis of R/C Frame Structures”,

(2.3) Kappos, A.J. and Penelis, G.G., “Evaluation of the Inelastic Seismic Behaviour of R/C Buildings designed by the CEB Model Code”,

(2.4) Kappos, A.J., “Sensitivity of Calculated Inelastic Seismic Response to Input Motion Characteristics”,

(2.5) Kappos, A.J., “Problems in using Inelastic Dynamic Analysis to estimate Seismic Response Modification Factors of R/C Buildings”,

(2.6) Kappos, A.J., “Analytical Estimation of Behaviour Factors for R/C Wall-frame Structures”,

(2.7) Kappos, A.J., Stylianidis, K.C., Michailidis, C.N., and Athanassiadou, C.J., “Development of Earthquake Damage Scenarios using a Comprehensive Analytical Method”,

(2.8) Kappos, A., Antoniades, K. and Konstantinides, D., “Seismic Behaviour Evaluation of R/C Buildings designed to the Eurocode 8”,

(2.9) Kappos, A.J. and Papadopoulos, D., “Influence of Design Ductility Level on the Seismic Behaviour of R/C Frames”,

(2.10) Michailidis, C.N., Stylianidis, K.C. and Kappos, A.J., “Analytical modelling of masonry infilled R/C frames subjected to seismic loading”,

(2.11) Dolce, M., Kappos, A., Zuccaro, G. and Coburn, A.W. “Report of the EAEE W.G. 3 - Vulnerability and Risk Analysis”,

(2.12) Kappos, A., Pitilakis, K., Stylianidis, K., Morfidis, K. and Asimakopoulos, D. “Cost-benefit analysis for the seismic rehabilitation of buildings in Thessaloniki, based on a hybrid method of vulnerability assessment”,

(2.13) Salonikios, T., Tegos, I., Kappos, A. and Penelis, G. “Cyclic shear behaviour of low slenderness R/C walls”,

(2.14) Kappos, A.J. and Antoniades, K. “Seismic performance assessment of R/C buildings designed to the 1994 Eurocode 8”,

(2.15) Kappos, A.J. and Xenos, A. “A comparative study of lumped and distributed plasticity member-type models for seismic analysis of R/C structures”,

(2.16) Kappos, A.J. and Tsakas, A., “Influence of capacity design method on the seismic response of R/C columns”,

(2.17) Salonikios, T., Tegos, I., Kappos, A. and Penelis, G. “Squat R/C walls under inelastic shear reversals”,

(2.18) Kappos, A. J., Stylianidis, K. C. and Michailidis, C. N. “A methodology for developing loss scenarios, with an application to the city of Thessaloniki”,

(2.19) Kappos, A.J. and Xenos, A., “A reassessment of ductility and energy-based seismic damage indices for reinforced concrete structures”,

(2.20) Michailidis C. N., Kappos, A. J. and Stylianidis K. C. “Effect of irregularity due to the presence of masonry infills on the seismic behaviour of R/C buildings”,

(2.21) Kappos, A. J., “Partial inelastic analysis procedure for optimum capacity design of buildings”, invited paper presented at the

(2.22) Kappos, A. J. and Scott, S. “Seismic assessment of a R/C building with setbacks using nonlinear static and dynamic analysis procedures”,

(2.23) Kappos A.J., Chryssanthopoulos, M.C., and Dymiotis, C., “Probabilistic assessment of EC8 provisions for confined members”,

(2.24) Booth, E.D., Kappos, A.J., Park, R., and Moehle, J.P. “Seismic design of concrete structures: a comparison of Eurocode 8 with other international practice”,

(2.25) Kappos, A. and Salonikios, T., “Premature sliding shear failure in squat shear walls: Fact or myth?”, invited paper

(2.26) Xenos, A. and Kappos A.J., “A distributed shear flexibility model for seismic damage assessment of reinforced concrete structures”,

(2.27) Kappos A.J., Kyriakakis, P. and Athanassiadou, C.J. “Site-dependent inelastic spectra and ductility-based behaviour factors for Greece”,

(2.28) Kappos A.J., “Influence of ductility class on the seismic reliability and the cost of EC8 designed R/C buildings”,

(2.29) Dymiotis, C., Kappos A.J., Chryssanthopoulos, M.C., “Seismic reliability assessment of multi-storey r/c frames”,

(2.30) Kappos A.J. and Ellul, F., “Seismic design and performance assessment of masonry infilled R/C frames”

(2.31) Kappos A.J., “Feasibility of using advanced analytical tools in the seismic design of R/C structures”,

(2.32) Kappos A.J. and Papadopoulos, E., “Seismic vulnerability assessment of the Potenza building stock using the greek methodology” Proceed.

(2.33) Dymiotis, C., Chryssanthopoulos, M.K, and Kappos, A.J. “Spatial Material Variability Effects in R/C Frames”,

(2.34) Kappos, A.J. and Petranis, C. “Reliability of pushover analysis - based methods for seismic assessment of R/C buildings”,

(2.35) Kappos, A.J., Manolis, G.D. and Moschonas, I.F. “Seismic analysis and design of R/C bridge including SSI effects”,

(2.36) Kappos, A.J., “Seismic vulnerability assessment of existing buildings in Southern Europe”, Keynote lecture, Convegno Nazionale

(2.37) Konstantinidis, D. and Kappos, A.J. “Statistical Analysis of Confined High Strength Concrete under Flexure and Axial Loads”, 6th International Symposium on High-Strength High-Performance Concrete (Leipzig, June 16-20), 2002, 299-314.

(2.38) Pitilakis, K.D., Sextos, A., and Kappos, A.J., “A critical review of the role of spatial variability of ground motion, site conditions, and soil-structure interaction, in bridge engineering”, invited paper

(2.39) Penelis, Gr. G. andKappos, A.J., “3D pushover analysis: The issue of torsion”,

(2.40) Kappos, A.J., Pitilakis, K.D., Morfidis, K. and Hatzinikolaou, N., “Vulnerability and risk study of Volos (Greece) metropolitan area”,

(2.41) Sextos, A., Kappos, A.J., Pitilakis, K.D., “Effect of analysis complexity on the calculated ductility demand of r/c bridge piers”,

(2.42) Kappos, A.J., Chlioumis, A., and Penelis, G.Gr., “Quantification of procedure uncertainty in seismic design of R/C buildings”,

(2.43) Penelis, Gr.G., Kappos, A.J., Stylianidis, K.C. and Lagomarsino, S. “Statistical assessment of the vulnerability of unreinforced masonry buildings”,

(2.44) Penelis, Gr.G., Kappos, A.J., Stylianidis, K.C. and Panagiotopoulos, C., “2nd level analysis and vulnerability assessment of URM buildings”,

(2.45) Penelis, Gr.G., Kappos, A.J., and Stylianidis, K.C., “Assessment of the seismic vulnerability of unreinforced masonry buildings”,

(2.46) Antoniades, K.A., Salonikios, T.N. and Kappos, A.J., “Inelastic behaviour of frp-strengthened r/c walls with aspect ratio 1.5, subjected to cyclic loading”,

(2.47) Athanassiadou, C.J., Kappos, A.J., and Ziakos, K. “Seismic performance of multistorey r/c buildings designed to the new Eurocode 8 (prEN-1998-1)”,

(2.48) Kappos, A.J. and Panagopoulos, G. “Performance-based seismic design of 3d r/c buildings using inelastic analysis procedures”,

(2.49) Sextos, A., Kappos, A., and Pitilakis K “Seismic response of long concrete bridges: effect of coupled ground motion variability and soil-foundation interaction”,

(2.50) Kappos, A.J., and Panagiotopoulos, C., “Inelastic static analysis of infilled R/C buildings”,

(2.51) Mergos, P., Sextos, A. and Kappos, A.J., “Seismic assessment of a major bridge using pushover analysis”, Keynote lecture,

(2.52) Konstantinidis, D. and Kappos, A.J. “Seismic evaluation of r/c buildings made of high-performance materials”,

(2.53) Kappos, A.J., Paraskeva, T.S. and Sextos, A. G. “Seismic assessment of a major bridge using modal pushover analysis and dynamic time-history analysis”, Keynote lecture,

(2.54) Kappos, A.J., Panagiotopoulos, C., and Panagopoulos, G. “Derivation of fragility curves using inelastic time-history analysis and damage statistics”,

(2.55) Konstantinidis, D., Kappos, A.J. and Izzuddin, B.A. “Analytical model for unconfined and confined high strength concrete under cyclic loading”,

(2.56) Sextos, A., Kappos, A.J., and Mergos, P. “Effect of soil-structure interaction and spatial variability of ground motion on irregular bridges: The case of the Krystallopigi bridge”,

(2.57) Athanassiadou, C., Karakostas, C., Kappos, A.J., and Lekidis, V., “Inelastic strength and displacement design spectra based on greek earthquake records”,

(2.58) Antoniades, K.K., Salonikios, T.N., Kappos, A.J., “Estimating strength of FRP-strengthened R/C walls”,

(2.59) Papanikolaou, V.K. and Kappos, A.J., “Modelling confinement in concrete columns and bridge piers through 3D nonlinear finite element analysis”,

(2.60) Lekidis, V. A., Karakostas, Ch. Z., Sous, I. I., Anastasiadis, A., Kappos, A.J.., and Panagopoulos, G., “Evaluation of economic loss for structures in the area struck by the 7/9/1999 Athens earthquake and comparison with actual repair costs”,

(2.61) Kappos, A. J. and Dimitrakopoulos, E., “Analysis and assessment of a seismically isolated bridge”,

(2.62) Athanassiadou, C., Kappos, A., Karakostas, C., Klimis, N., Lekidis, V., Margaris, V., and Theodulidis, N., “Elastic and inelastic spectra for Greek earthquakes, based on a representative set of records”,

(2.63) Sextos, A. G. and Kappos, A. J. “Evaluation of the new Eurocode 8-Part 2 provisions regarding asynchronous excitation of irregular bridges”,

(2.64) Kappos, A.J., Paraskeva, Th., Sextos, A., “Modal pushover analysis as a means for the seismic assessment of bridge structures”,

(2.65) Penelis, Gr. G. and Kappos, A.J., “Inelastic torsion effects in 3D pushover analysis of buildings”,

(2.66) Dimitrakopoulos, El. and Kappos, A.J., “Assessment of a seismically isolated bridge using inelastic time-history analysis”,

(2.67) Sextos, A.G., Kappos, A.J., and Pitilakis, K.D., “Recent developments on the effect of asynchronous earthquake excitation on the dynamic response of soil-foundation-superstructure bridge systems”,

(2.68) Sextos, A.G., Kappos, A.J., and Stylianidis, K. C. “Development of a gis-oriented database for the pre- and post-earthquake assessment of buildings”, 8th USNCEE – 10th Anniversary Earthquake Conference, San Francisco, Apr. 2006, Paper no. 402.

(2.69) Antoniades, K., Kappos, A., Salonikios, T., “Inelastic Response Characteristics of Repaired R/C Walls Strengthened with FRPs”, Proceed. of the 2nd

(2.70) Mergos, P., Kappos, A.J., “Seismic Assessment of R/C Structures Using a Distributed Shear and Flexural Flexibility Model with Shear–Flexure Interaction”, Proceed. of the 2nd

(2.71) Kappos, A.J., Moschonas, I.F., Paraskeva, Th. and Sextos, A.G. “A methodology for derivation of seismic fragility curves for bridges with the aid of advanced analysis tools”, 13th ECEE, Geneva, Sep. 2006, paper no. 275.

(2.72) Karakostas, C., Makarios, T., Lekidis , V., and Kappos, A., “Evaluation of vulnerability curves for bridges – A case study”, Proceed. of the 13th ECEE, Geneva, Sep. 2006, paper no. 1435.

(2.73) Sextos, A., Kappos, A., and Kolias, B., “Computing a 'reasonable' spatially variable earthquake input for extended bridge structures”, Proceed. of the 13th ECEE, Geneva, Sep. 2006, paper no. 1601.

(2.74) Kappos, A.J., “Seismic vulnerability and risk assessment of urban habitat in Southern European cities”, Keynote lecture

(2.75) Kappos, A.J., “Performance-based seismic design of 3D R/C buildings with the aid of inelastic analysis”, Keynote lecture,

(2.76) Kappos, A.J., Goutzika, E. and Stefanidou, S., “An improved performance-based seismic design method for 3D R/C buildings using inelastic dynamic analysis”,

(2.77) Paraskeva, T.S. and Kappos, A.J., “Seismic assessment of an over-cross bridge using modal pushover analysis and dynamic time-history analysis”, Keynote lecture

(2.78) Makarios, T., Lekidis, V., Kappos, A., Karakostas, C. and Moschonas, J., “Development of seismic vulnerability curves for a bridge with elastomeric bearings”,

(2.79) Kappos, A.J., Potikas, P. and Sextos, A.G., “Seismic assessment of an overpass bridge accounting for non-linear material and soil response and varying boundary conditions”,

(2.80) Athanassiadou, C., Lekidis, V., Kappos A.and Karakostas, C., “Calibration of Eurocode 8 (EN1998-1) site-dependent acceleration and displacement spectra using records from Greece”

(2.81) Kappos, A.J. and Mergos, P.E., “An advanced member-type model for the seismic assessment of existing r/c members”, SÍSMICA 2007 – 7º Congresso de sismologia e engenharia sísmica (Porto, 26-27 Sep. 2007), 137-152.

(2.82) Kappos, A.J. and Paraskeva, T.S. “Nonlinear static analysis of bridges accounting for higher mode effects”, Proceed. Wkp

(2.83) Papanikolaou, V.K. and Kappos, A.J., “Constitutive model for concrete in triaxial compression and applications in finite element analysis of R/C bridge piers”, 6th

(2.84) Dimitrakopoulos, E., Makris, N. and Kappos, A. J., “Dimensional analysis of pounding oscillators”, 6th

(2.85) Taskari, O., Sextos, A.G., and Kappos, A.J., “3D finite element modelling of a highway bridge considering the effect of soil and foundation”, 6th

(2.86) Mitolidis, G.I., Kappos, A. J., Salonikios, T.N., “Bond tests of SRP and CFRP – strengthened concrete prisms”,

(2.87) Paraskeva, T.S. and Kappos, A.J., “Seismic assessment of complex bridges using an improved modal pushover analysis procedure”,

(2.88) Paraskeva, T.S. and Kappos, A.J., “An improved modal pushover analysis procedure for the seismic assessment of bridges”,

(2.89) Dimitrakopoulos, Kappos, A. J.,E., and Makris, N. “Dimensional response analysis of structures for records without distinct pulses”, Int. Sc. Symposium

(2.90) Kappos, A.J. and Sextos, AG., “Seismic assessment of bridges accounting for nonlinear material and soil response, and varying boundary conditions”,

(2.91) Kappos, A.J., Goutzika, E.D and Sextos, A.G., “Seismic assessment of an overpass bridge with a torsional fundamental mode”, COMPDYN’09, Rhodes, 22-24 June 2009, paper no. 118.

(2.92) Moschonas, J.F. and Kappos, A.J., “Generalized fragility curves for bridges, for arbitrary angle of incidence”, Keynote lecture, COMPDYN’09, Rhodes, 22-24 June 2009, paper no. 186.

(2.93) Paraskeva, T.S. and Kappos, A.J., “Seismic assessment of bridges with different configuration, degree of irregularity and dynamic characteristics using multimodal pushover curves”, COMPDYN’09, Rhodes, 22-24 June 2009, paper no. 195.

(2.94) Mergos, P. and Kappos, A.J., “Modelling gradual spread of inelastic flexural, shear and bond-slip deformations and their interaction in plastic hinge regions of r/c members”, COMPDYN’09, Rhodes, 22-24 June 2009.

(2.95) Kappos, A.J., “A performance-based seismic design procedure for 3D R/C buildings, explicitly accounting for deformation control”,

(2.96) Aptikaev, F. Costa, G., Gupta, V., Fischinger, M., Herak, D. Iemura, H., Isakovic, T., Kappos, A. Trifunac, M. et al., Selected topics in earthquake engineering - from earthquake source to seismic design and hazard mitigation,

(2.97) Kappos, A.J., “Design of earthquake resistant buildings”, Invited lecture,

(2.98) Kouris, L.A.S. and Kappos, A.J., “Seismic performance of ancient timber-framed walls”, 4th Intern.Congress on “

(2.99) Kappos, A.J., Panagopoulos, G. K., Sextos, A.G., Papanikolaou, V.K. Stylianidis, K.C., Kouris L.A., Panagiotopoulos, C.G., and Goutzika E.D., “Development of earthquake loss scenarios for two Mediterranean cities”, 9th US National & 10th Canadian Conference on Earthquake Engineering, Toronto 25-29 July, 2010, paper no. 1554.

(2.100) Kappos, A.J., Paraskeva, T.S., and Moschonas, I.F., “Evaluation of available force reduction factors for concrete bridges”, 9th US National & 10th Canadian Conference on Earthquake Engineering, Toronto 25-29 July, 2010, paper no. 1638.

(2.101) Kappos, A.J. and Antoniadis P.S., “An improved procedure for the seismic design of reinforced concrete walls in dual systems”, 14th ECEE, Ohrid, FYROM, 2010, paper no. 807.

(2.102) Panagopoulos, G.K., Panagiotopoulos, C.G. and Kappos, A.J., “Derivation of capacity curves for reinforced concrete frame and dual structures”, 14th ECEE, Ohrid, FYROM, 2010, paper no. 343.

(2.103) Rossetto, T., Kappos, A.J., Kouris, L.A., Indirli, M., Borg, R.P., Lloyd, T.O. & Sword-Daniels V., “Comparison of damage assessment methodologies for different natural hazards”,

(2.104) Vamvatsikos, D., Kouris, L.A., Panagopoulos, G., Kappos, A.J., Rossetto T., Lloyd, T.O., Stathopoulos, T. “Structural Vulnerability Assessment under Natural Hazards: A review”,

(2.105) Kappos, A.J., Gidaris, I., Gkatzogias, K.I., “An Improved Displacement-Based Design Procedure for Concrete Bridges”,

(2.106) Thermou, G.Ε. Papanikolaou, V.K., and Kappos A.J., "Αnalytical model for predicting the response of old-type columns rehabilitated with concrete jacketing under reversed cyclic loading", COMPDYN’11, Corfu, 25-28/5/2011, paper no. 137.

(2.107) Kappos, A.J., Gkatzogias, K.I., Gidaris, I., "An improved displacement-based seismic design methodology for bridges accounting for higher mode effects", Keynote lecture, COMPDYN’11, Corfu, 25-28/5/2011, paper no. 256.

(2.108) Mergos, P. and Kappos, A.J., “Seismic damage analysis of reinforced concrete structures with substandard detailing", COMPDYN’11, Corfu, 25-28/5/2011, paper no. 304.

(2.109) Moschonas, J.F. and Kappos, A.J., “Generalized fragility curves for bearing-supported skew bridges, for arbitrary angle of incidence of the seismic action", COMPDYN’11, Corfu, 25-28/5/2011, paper no. 377.

(2.110) Mergos, P. and Kappos, A.J., “Local damage index for seismic assessment of gravity load designed R/C structures”, 7th GRACM

(2.111) T. Salonikios, K. Antoniades and A.J. Kappos, “Experimental evaluation of Eurocode 4 provisions on Standard Tests of Composite Slabs for the Determination of m-k Values”, EUROSTEEL 2011, 31/8 – 2/9/2011, Budapest, Hungary.

(2.112) Kappos, A.J. and Perdikoulis, K.A., “Effect of angle of incidence of seismic waves on the inelastic dynamic response of irregular R/C structures”, 6th

(2.113) Moschonas,I., Kappos, A., and Sextos, A., “Generalised fragility curves for straight bridges, for arbitrary angle of incidence of the seismic action, including soil-bridge interaction”, Proceed. IBSBI 2011, Oct. 13-15, 2011, Athens, Greece.

*International Conference on Computer-Aided Analysis and Design of Concrete Structures*, Split, Yugoslavia, Sep. 1984, Proceed. Part I, pp. 231-244.(2.2) Kappos, A.J., “Input Parameters for Inelastic Seismic Analysis of R/C Frame Structures”,

*8th European Conference on Earthq**.**Engineering*, Lisbon, Portugal, Sep. 1986, V.3, pp. 6.1/33-40.(2.3) Kappos, A.J. and Penelis, G.G., “Evaluation of the Inelastic Seismic Behaviour of R/C Buildings designed by the CEB Model Code”,

*9th World Conference on Earthquake Engineering*, Tokyo-Kyoto, Japan, Aug. 1988, V. V, pp. 1137-1142.(2.4) Kappos, A.J., “Sensitivity of Calculated Inelastic Seismic Response to Input Motion Characteristics”,

*4th US Nat. Conference on Earthquake Engineering*, Palm Springs, California, May 1990, V. 2, pp. 25-34.(2.5) Kappos, A.J., “Problems in using Inelastic Dynamic Analysis to estimate Seismic Response Modification Factors of R/C Buildings”,

*9th European Conference on Earthquake Engineering*, Moscow, U.S.S.R., Sep. 1990, V. 10-B, pp. 20-29.(2.6) Kappos, A.J., “Analytical Estimation of Behaviour Factors for R/C Wall-frame Structures”,

*Conf.**Intern. sur les Bâtiments à Murs Porteurs en Béton en Zone Sismique*, Paris, France, Juin 1991, pp. 440-451.(2.7) Kappos, A.J., Stylianidis, K.C., Michailidis, C.N., and Athanassiadou, C.J., “Development of Earthquake Damage Scenarios using a Comprehensive Analytical Method”,

*10th World Conference on Earthquake Engineering, Madrid, Spain, July 1992, V.10, pp.6013-6018.*(2.8) Kappos, A., Antoniades, K. and Konstantinides, D., “Seismic Behaviour Evaluation of R/C Buildings designed to the Eurocode 8”,

*2nd Intern. Conf. on Earthquake Resistant Construction and Design, Berlin, Germany, June 1994, V. 2, pp. 881-888.*(2.9) Kappos, A.J. and Papadopoulos, D., “Influence of Design Ductility Level on the Seismic Behaviour of R/C Frames”,

*10th European Conference on Earthquake Engineering*, Vienna, Austria, Aug. - Sep. 1994, V. 2, pp. 953-958.(2.10) Michailidis, C.N., Stylianidis, K.C. and Kappos, A.J., “Analytical modelling of masonry infilled R/C frames subjected to seismic loading”,

*10th European Conference on Earthquake Engineering*, Vienna, Austria, Aug. - Sep. 1994, V. 3, pp. 1519-1524.(2.11) Dolce, M., Kappos, A., Zuccaro, G. and Coburn, A.W. “Report of the EAEE W.G. 3 - Vulnerability and Risk Analysis”,

*10th European Conference on Earthquake Engineering*, Vienna, Austria, Aug. - Sep. 1994, V. 4, pp. 3049-3077.(2.12) Kappos, A., Pitilakis, K., Stylianidis, K., Morfidis, K. and Asimakopoulos, D. “Cost-benefit analysis for the seismic rehabilitation of buildings in Thessaloniki, based on a hybrid method of vulnerability assessment”,

*3rd Intern. Conf. on Seismic Zonation*, Nice, France, Oct. 1995, V. I, pp. 406-413.(2.13) Salonikios, T., Tegos, I., Kappos, A. and Penelis, G. “Cyclic shear behaviour of low slenderness R/C walls”,

*5th SECED Conf. on European Seismic Design Practice*, Chester, U.K., 1995, pp. 293-299.(2.14) Kappos, A.J. and Antoniades, K. “Seismic performance assessment of R/C buildings designed to the 1994 Eurocode 8”,

*5th SECED Conf. on European Seismic Design Practice*, Chester, U.K., 1995, pp. 349-357.(2.15) Kappos, A.J. and Xenos, A. “A comparative study of lumped and distributed plasticity member-type models for seismic analysis of R/C structures”,

*5th Pacific Conf. on Earthq. Engng.*, Melbourne, Australia, Nov. 1995, V. 3, pp. 107-115.(2.16) Kappos, A.J. and Tsakas, A., “Influence of capacity design method on the seismic response of R/C columns”,

*11th World Conference on Earthquake Engineering*, Acapulco, Mexico, June 1996, Paper No. 1057.(2.17) Salonikios, T., Tegos, I., Kappos, A. and Penelis, G. “Squat R/C walls under inelastic shear reversals”,

*11th World Conf. on Earthq. Engng*., Acapulco, Mexico, June 1996, Paper No. 749.(2.18) Kappos, A. J., Stylianidis, K. C. and Michailidis, C. N. “A methodology for developing loss scenarios, with an application to the city of Thessaloniki”,

*11th World Conf. on Earthq. Engng*., Acapulco, Mexico, June 1996 Paper No. 2057.(2.19) Kappos, A.J. and Xenos, A., “A reassessment of ductility and energy-based seismic damage indices for reinforced concrete structures”,

*Eurodyn’96 (3rd Europ. Conf. on Struct. Dynamics),*Florence, Italy, June 1996,V. 2, 965-970.(2.20) Michailidis C. N., Kappos, A. J. and Stylianidis K. C. “Effect of irregularity due to the presence of masonry infills on the seismic behaviour of R/C buildings”,

*1st Intl. Symposium Earthquake Resistant Engineering Structures 96*, Thessaloniki, Greece, Oct. 1996, 525-534.(2.21) Kappos, A. J., “Partial inelastic analysis procedure for optimum capacity design of buildings”, invited paper presented at the

*International Workshop on Seismic Design Methodologies for the Next Generation of Codes*(US NSF and MST), Bled, Slovenia, June 1997, Proceed., Balkema, 229-240*.*(2.22) Kappos, A. J. and Scott, S. “Seismic assessment of a R/C building with setbacks using nonlinear static and dynamic analysis procedures”,

*6th SECED Conf*.*‘Seismic Design Practice into the Next Century’*(Oxford, Mar. 1998), 107-113.(2.23) Kappos A.J., Chryssanthopoulos, M.C., and Dymiotis, C., “Probabilistic assessment of EC8 provisions for confined members”,

*6th SECED Conf*.*‘Seismic Design Practice into the Next Century’*(Oxford, Mar. 1998), 427-434.(2.24) Booth, E.D., Kappos, A.J., Park, R., and Moehle, J.P. “Seismic design of concrete structures: a comparison of Eurocode 8 with other international practice”,

*6th SECED Conf*.*‘Seismic Design Practice into the Next Century’*(Oxford, Mar. 1998), 481-492.(2.25) Kappos, A. and Salonikios, T., “Premature sliding shear failure in squat shear walls: Fact or myth?”, invited paper

*2nd Japan-UK Workshop on Implications of Recent Earthquakes on Seismic Risk*(Tokyo, Apr. 1998), 169-180.(2.26) Xenos, A. and Kappos A.J., “A distributed shear flexibility model for seismic damage assessment of reinforced concrete structures”,

*11th European Conference on Earthquake Engineering*, Paris, Sep. 1998, CD ROM Proceedings (Balkema).(2.27) Kappos A.J., Kyriakakis, P. and Athanassiadou, C.J. “Site-dependent inelastic spectra and ductility-based behaviour factors for Greece”,

*11th European Conference on Earthquake Engineering*, Paris, Sep. 1998, CD ROM Proceedings (Balkema).(2.28) Kappos A.J., “Influence of ductility class on the seismic reliability and the cost of EC8 designed R/C buildings”,

*11th European Conference on Earthquake Engineering*, Paris, Sep. 1998, CD ROM Proceedings (Balkema).(2.29) Dymiotis, C., Kappos A.J., Chryssanthopoulos, M.C., “Seismic reliability assessment of multi-storey r/c frames”,

*12th World Conference on Earthquake Engineering*, Auckland, Feb. 2000*,*CD ROM Proceedings (New Zealand EQC), Paper No. 400.(2.30) Kappos A.J. and Ellul, F., “Seismic design and performance assessment of masonry infilled R/C frames”

*12th World Conference on Earthquake Engineering*, Auckland, Feb. 2000, CD ROM Proceedings (New Zealand EQC), Paper No. 989.(2.31) Kappos A.J., “Feasibility of using advanced analytical tools in the seismic design of R/C structures”,

*G. Penelis International Symposium on Concrete and Masonry Structures*, Thessaloniki, Oct. 2000, pp. 47-60.(2.32) Kappos A.J. and Papadopoulos, E., “Seismic vulnerability assessment of the Potenza building stock using the greek methodology” Proceed.

*International Workshop on Seismic Risk and Earthquake Scenarios of Potenza*(Potenza, Italy, Nov. 2000), pp. 57-70.(2.33) Dymiotis, C., Chryssanthopoulos, M.K, and Kappos, A.J. “Spatial Material Variability Effects in R/C Frames”,

*ICOSSAR ’01,*Newport Beach, Calif., June 2001, CD ROM Proceedings (Balkema), Paper No. 340.(2.34) Kappos, A.J. and Petranis, C. “Reliability of pushover analysis - based methods for seismic assessment of R/C buildings”,

*Earthquake Resistant Engineering Structures III*, WIT Press, 2001, pp. 407-416.(2.35) Kappos, A.J., Manolis, G.D. and Moschonas, I.F. “Seismic analysis and design of R/C bridge including SSI effects”,

*Earthquake Resistant Engineering Structures III*, WIT Press, 2001, pp. 691-700.(2.36) Kappos, A.J., “Seismic vulnerability assessment of existing buildings in Southern Europe”, Keynote lecture, Convegno Nazionale

*“L’Ingegneria Sismica in Italia”*(Potenza/Matera, Italy, Sep. 2001), CD ROM Proceedings.(2.37) Konstantinidis, D. and Kappos, A.J. “Statistical Analysis of Confined High Strength Concrete under Flexure and Axial Loads”, 6th International Symposium on High-Strength High-Performance Concrete (Leipzig, June 16-20), 2002, 299-314.

(2.38) Pitilakis, K.D., Sextos, A., and Kappos, A.J., “A critical review of the role of spatial variability of ground motion, site conditions, and soil-structure interaction, in bridge engineering”, invited paper

*4th Japan-UK Workshop*on Implications of Recent Earthquakes on Seismic Risk (Tokyo, Japan, May 27-29, 2001),*Technical Report TIT/EERG*02-1, 205-217.(2.39) Penelis, Gr. G. andKappos, A.J., “3D pushover analysis: The issue of torsion”,

*12th European Conference on Earthquake Engineering*(London, Sep. 2002), CD ROM Proceedings (Balkema), Paper 015.(2.40) Kappos, A.J., Pitilakis, K.D., Morfidis, K. and Hatzinikolaou, N., “Vulnerability and risk study of Volos (Greece) metropolitan area”,

*12th European Conference on Earthquake Engineering*(London, Sep. 2002), CD ROM Proceedings (Balkema), Paper 074.(2.41) Sextos, A., Kappos, A.J., Pitilakis, K.D., “Effect of analysis complexity on the calculated ductility demand of r/c bridge piers”,

*12th European Conference on Earthquake Engineering*, (London, Sep. 2002), CD ROM Proceedings (Balkema), Paper 653.(2.42) Kappos, A.J., Chlioumis, A., and Penelis, G.Gr., “Quantification of procedure uncertainty in seismic design of R/C buildings”,

*12th European Conference on Earthquake Engineering*(London, Sep. 2002), CD ROM Proceedings (Balkema), Paper 704.(2.43) Penelis, Gr.G., Kappos, A.J., Stylianidis, K.C. and Lagomarsino, S. “Statistical assessment of the vulnerability of unreinforced masonry buildings”,

*International Conference Earthquake Loss Estimation and Risk Reduction*, Bucharest, Romania (Oct. 2002).(2.44) Penelis, Gr.G., Kappos, A.J., Stylianidis, K.C. and Panagiotopoulos, C., “2nd level analysis and vulnerability assessment of URM buildings”,

*International Conference Earthquake Loss Estimation and Risk Reduction*, Bucharest, Romania (Oct. 2002).(2.45) Penelis, Gr.G., Kappos, A.J., and Stylianidis, K.C., “Assessment of the seismic vulnerability of unreinforced masonry buildings”,

*STREMAH 2003, 8th International Conference on Structural Studies, Repairs and Maintenance of Heritage Architecture*(Chalkidiki, Greece 2003), WIT Press, 2003, 575-584.(2.46) Antoniades, K.A., Salonikios, T.N. and Kappos, A.J., “Inelastic behaviour of frp-strengthened r/c walls with aspect ratio 1.5, subjected to cyclic loading”,

*fib*2003 Symposium:*Concrete Structures in Seismic Regions*(Athens May 2003), CD ROM Proceedings, paper no. 010.(2.47) Athanassiadou, C.J., Kappos, A.J., and Ziakos, K. “Seismic performance of multistorey r/c buildings designed to the new Eurocode 8 (prEN-1998-1)”,

*fib*2003 Symposium:*Concrete Structures in Seismic Regions*(Athens May 2003), CD ROM Proceedings, paper no. 018.(2.48) Kappos, A.J. and Panagopoulos, G. “Performance-based seismic design of 3d r/c buildings using inelastic analysis procedures”,

*fib*2003 Symposium:*Concrete Structures in Seismic Regions*(Athens May 2003), CD ROM Proceedings, paper no. 111.(2.49) Sextos, A., Kappos, A., and Pitilakis K “Seismic response of long concrete bridges: effect of coupled ground motion variability and soil-foundation interaction”,

*fib*2003 Symposium:*Concrete Structures in Seismic Regions*(Athens May 2003), CD ROM Proceedings, paper no. 206.(2.50) Kappos, A.J., and Panagiotopoulos, C., “Inelastic static analysis of infilled R/C buildings”,

*ICCES'03*(Corfu, Greece, July 2003), CD ROM Proceedings.(2.51) Mergos, P., Sextos, A. and Kappos, A.J., “Seismic assessment of a major bridge using pushover analysis”, Keynote lecture,

*ICCES'03*(Corfu, Greece, July 2003), CD ROM Proceedings.(2.52) Konstantinidis, D. and Kappos, A.J. “Seismic evaluation of r/c buildings made of high-performance materials”,

*International Conference on Advanced Materials for Construction of Bridges*,*Buildings and other Structures-III*, (Sep. 2003, Davos, Switzerland), V. P5, Article 12, Berkeley El. Press 2005.(2.53) Kappos, A.J., Paraskeva, T.S. and Sextos, A. G. “Seismic assessment of a major bridge using modal pushover analysis and dynamic time-history analysis”, Keynote lecture,

*ICCES'04*(Madeira, Portugal, July 2004), CD ROM Proceedings, 673-680.(2.54) Kappos, A.J., Panagiotopoulos, C., and Panagopoulos, G. “Derivation of fragility curves using inelastic time-history analysis and damage statistics”,

*ICCES'04*(Madeira, Portugal, July 2004), CD ROM Proceedings, 665-672.(2.55) Konstantinidis, D., Kappos, A.J. and Izzuddin, B.A. “Analytical model for unconfined and confined high strength concrete under cyclic loading”,

*13th World Conference on Earthquake Engineering*, Vancouver, Aug. 2004, CD ROM Proceedings, Paper no. 2046.(2.56) Sextos, A., Kappos, A.J., and Mergos, P. “Effect of soil-structure interaction and spatial variability of ground motion on irregular bridges: The case of the Krystallopigi bridge”,

*13th World Conference on Earthquake Engineering*, Vancouver, Aug. 2004, CD ROM Proceedings, Paper no. 2298.(2.57) Athanassiadou, C., Karakostas, C., Kappos, A.J., and Lekidis, V., “Inelastic strength and displacement design spectra based on greek earthquake records”,

*13th World Conference on Earthquake Engineering*, Vancouver, Aug. 2004, CD ROM Proceedings, Paper no. 2519.(2.58) Antoniades, K.K., Salonikios, T.N., Kappos, A.J., “Estimating strength of FRP-strengthened R/C walls”,

*fib*Symposium*Keep Concrete Attractive*, Budapest, Hungary, May 2005, V. 1, 436-443.(2.59) Papanikolaou, V.K. and Kappos, A.J., “Modelling confinement in concrete columns and bridge piers through 3D nonlinear finite element analysis”,

*fib*Symposium*Keep Concrete Attractive*, Budapest, Hungary, May 2005, V. 1, 488-495.(2.60) Lekidis, V. A., Karakostas, Ch. Z., Sous, I. I., Anastasiadis, A., Kappos, A.J.., and Panagopoulos, G., “Evaluation of economic loss for structures in the area struck by the 7/9/1999 Athens earthquake and comparison with actual repair costs”,

*Earthquake Resistant Engineering Structures V*(ERES 2005), WIT Press, 2005, 301-310.(2.61) Kappos, A. J. and Dimitrakopoulos, E., “Analysis and assessment of a seismically isolated bridge”,

*Earthquake Resistant Engineering Structures V*(ERES 2005), WIT Press, 2005, 625-635.(2.62) Athanassiadou, C., Kappos, A., Karakostas, C., Klimis, N., Lekidis, V., Margaris, V., and Theodulidis, N., “Elastic and inelastic spectra for Greek earthquakes, based on a representative set of records”,

*Earthq. Resistant Engineering Structures V*(ERES 2005), WIT Press, 2005, 733-743.(2.63) Sextos, A. G. and Kappos, A. J. “Evaluation of the new Eurocode 8-Part 2 provisions regarding asynchronous excitation of irregular bridges”,

*4th European Workshop on the Seismic Behaviour of Irregular and Complex Structures*, Thessaloniki, Aug. 2005, Paper no. 04.(2.64) Kappos, A.J., Paraskeva, Th., Sextos, A., “Modal pushover analysis as a means for the seismic assessment of bridge structures”,

*4th European Workshop on the Seismic Behaviour of Irregular and Complex Structures*, Thessaloniki, Aug. 2005, Paper no. 49.(2.65) Penelis, Gr. G. and Kappos, A.J., “Inelastic torsion effects in 3D pushover analysis of buildings”,

*4th European Workshop on the Seismic Behaviour of Irregular and Complex Structures*, Thessaloniki, Aug. 2005, Paper no. 51.(2.66) Dimitrakopoulos, El. and Kappos, A.J., “Assessment of a seismically isolated bridge using inelastic time-history analysis”,

*4th European Workshop on the Seismic Behaviour of Irregular and Complex Structures*, Thessaloniki, Aug. 2005, Paper no. 55.(2.67) Sextos, A.G., Kappos, A.J., and Pitilakis, K.D., “Recent developments on the effect of asynchronous earthquake excitation on the dynamic response of soil-foundation-superstructure bridge systems”,

*1st Greece-Japan Workshop on Seismic Design, Observation, and Retrofit of Foundations*, Athens, Oct. 2005, 211-228.(2.68) Sextos, A.G., Kappos, A.J., and Stylianidis, K. C. “Development of a gis-oriented database for the pre- and post-earthquake assessment of buildings”, 8th USNCEE – 10th Anniversary Earthquake Conference, San Francisco, Apr. 2006, Paper no. 402.

(2.69) Antoniades, K., Kappos, A., Salonikios, T., “Inelastic Response Characteristics of Repaired R/C Walls Strengthened with FRPs”, Proceed. of the 2nd

*fib*Congress, Napoli, June 2006, Paper no. 641.(2.70) Mergos, P., Kappos, A.J., “Seismic Assessment of R/C Structures Using a Distributed Shear and Flexural Flexibility Model with Shear–Flexure Interaction”, Proceed. of the 2nd

*fib*Congress, Napoli, June 2006 Paper no. 642.(2.71) Kappos, A.J., Moschonas, I.F., Paraskeva, Th. and Sextos, A.G. “A methodology for derivation of seismic fragility curves for bridges with the aid of advanced analysis tools”, 13th ECEE, Geneva, Sep. 2006, paper no. 275.

(2.72) Karakostas, C., Makarios, T., Lekidis , V., and Kappos, A., “Evaluation of vulnerability curves for bridges – A case study”, Proceed. of the 13th ECEE, Geneva, Sep. 2006, paper no. 1435.

(2.73) Sextos, A., Kappos, A., and Kolias, B., “Computing a 'reasonable' spatially variable earthquake input for extended bridge structures”, Proceed. of the 13th ECEE, Geneva, Sep. 2006, paper no. 1601.

(2.74) Kappos, A.J., “Seismic vulnerability and risk assessment of urban habitat in Southern European cities”, Keynote lecture

*Urban Habitat Constructions under Catastrophic Events Workshop*(COST C26), Prague, Mar. 2007, 115-129.(2.75) Kappos, A.J., “Performance-based seismic design of 3D R/C buildings with the aid of inelastic analysis”, Keynote lecture,

*International Symposium on Seismic Risk Reduction*(ISSRR 2007), Bucharest, Apr. 2007, 67-80.(2.76) Kappos, A.J., Goutzika, E. and Stefanidou, S., “An improved performance-based seismic design method for 3D R/C buildings using inelastic dynamic analysis”,

*Conference on Computational Methods in Structural Dynamics and Earthquake Engineering*(COMPDYN), Rethymno, Greece, June 2007, paper no. 1375.(2.77) Paraskeva, T.S. and Kappos, A.J., “Seismic assessment of an over-cross bridge using modal pushover analysis and dynamic time-history analysis”, Keynote lecture

*,**Conference on Computational Methods in Structural Dynamics and Earthquake Engineering*(COMPDYN), Rethymno, Greece, June 2007, paper no. 1376.(2.78) Makarios, T., Lekidis, V., Kappos, A., Karakostas, C. and Moschonas, J., “Development of seismic vulnerability curves for a bridge with elastomeric bearings”,

*Conference on Computational Methods in Structural Dynamics and Earthquake Engineering*(COMPDYN), Rethymno, Greece, June 2007, paper no. 1516.(2.79) Kappos, A.J., Potikas, P. and Sextos, A.G., “Seismic assessment of an overpass bridge accounting for non-linear material and soil response and varying boundary conditions”,

*Conference on Computational Methods in Structural Dynamics and Earthquake Engineering*(COMPDYN), Rethymno, Greece, June 2007, paper no. 1580.(2.80) Athanassiadou, C., Lekidis, V., Kappos A.and Karakostas, C., “Calibration of Eurocode 8 (EN1998-1) site-dependent acceleration and displacement spectra using records from Greece”

*, 4th International Conference on Earthquake Geotechnical Engineering*(Thessaloniki June 25-28, 2007) Paper No. 1192.(2.81) Kappos, A.J. and Mergos, P.E., “An advanced member-type model for the seismic assessment of existing r/c members”, SÍSMICA 2007 – 7º Congresso de sismologia e engenharia sísmica (Porto, 26-27 Sep. 2007), 137-152.

(2.82) Kappos, A.J. and Paraskeva, T.S. “Nonlinear static analysis of bridges accounting for higher mode effects”, Proceed. Wkp

*Nonlinear Static Methods for Design/Assessment of 3D Structures*, May 2008, Lisbon, Portugal, IST Press, 123-139.(2.83) Papanikolaou, V.K. and Kappos, A.J., “Constitutive model for concrete in triaxial compression and applications in finite element analysis of R/C bridge piers”, 6th

*GRACM International Congress on Computational Mechanics*, Thessaloniki, 19-21 June 2008.(2.84) Dimitrakopoulos, E., Makris, N. and Kappos, A. J., “Dimensional analysis of pounding oscillators”, 6th

*GRACM International Congress on Computational Mechanics*, Thessaloniki, 19-21 June 2008.(2.85) Taskari, O., Sextos, A.G., and Kappos, A.J., “3D finite element modelling of a highway bridge considering the effect of soil and foundation”, 6th

*GRACM International Congress on Computational Mechanics*, Thessaloniki, 19-21 June 2008.(2.86) Mitolidis, G.I., Kappos, A. J., Salonikios, T.N., “Bond tests of SRP and CFRP – strengthened concrete prisms”,

*4th International Conference on FRP Composites in Civil Engineering (CICE2008)*, 22-24 July 2008, Zurich, Switzerland, Paper No.7C5.(2.87) Paraskeva, T.S. and Kappos, A.J., “Seismic assessment of complex bridges using an improved modal pushover analysis procedure”,

*5th**European Workshop on the Seismic Behaviour of Irregular and Complex Structures*, Catania, 16-17 Sep. 2008, 335-348.(2.88) Paraskeva, T.S. and Kappos, A.J., “An improved modal pushover analysis procedure for the seismic assessment of bridges”,

*14th World Conference on Earthquake Engineering*(14WCEE), Oct. 12-17, 2008, Beijing, China, Paper No. 14-0236.(2.89) Dimitrakopoulos, Kappos, A. J.,E., and Makris, N. “Dimensional response analysis of structures for records without distinct pulses”, Int. Sc. Symposium

*Modeling of structures*, Mostar, Nov. 2008, 101-117.(2.90) Kappos, A.J. and Sextos, AG., “Seismic assessment of bridges accounting for nonlinear material and soil response, and varying boundary conditions”,

*Coupled Site and Soil-Structure Interaction Effects with Application to Seismic Risk Mitigation*, NATO SfP&S Series-C, Springer, 2009, 195-208.(2.91) Kappos, A.J., Goutzika, E.D and Sextos, A.G., “Seismic assessment of an overpass bridge with a torsional fundamental mode”, COMPDYN’09, Rhodes, 22-24 June 2009, paper no. 118.

(2.92) Moschonas, J.F. and Kappos, A.J., “Generalized fragility curves for bridges, for arbitrary angle of incidence”, Keynote lecture, COMPDYN’09, Rhodes, 22-24 June 2009, paper no. 186.

(2.93) Paraskeva, T.S. and Kappos, A.J., “Seismic assessment of bridges with different configuration, degree of irregularity and dynamic characteristics using multimodal pushover curves”, COMPDYN’09, Rhodes, 22-24 June 2009, paper no. 195.

(2.94) Mergos, P. and Kappos, A.J., “Modelling gradual spread of inelastic flexural, shear and bond-slip deformations and their interaction in plastic hinge regions of r/c members”, COMPDYN’09, Rhodes, 22-24 June 2009.

(2.95) Kappos, A.J., “A performance-based seismic design procedure for 3D R/C buildings, explicitly accounting for deformation control”,

*ACES Workshop: Advances in Performance-Based Earthquake Engineering*, (Corfu, 4-7/7/09), Springer, 2009.(2.96) Aptikaev, F. Costa, G., Gupta, V., Fischinger, M., Herak, D. Iemura, H., Isakovic, T., Kappos, A. Trifunac, M. et al., Selected topics in earthquake engineering - from earthquake source to seismic design and hazard mitigation,

*International Conference on Earthquake Engineering*, 26 - 28 October 2009, Banja Luka, pp. v – ix.(2.97) Kappos, A.J., “Design of earthquake resistant buildings”, Invited lecture,

*International Conference on Earthquake Engineering*, 26 - 28 October 2009, Banja Luka, pp. 147-184.(2.98) Kouris, L.A.S. and Kappos, A.J., “Seismic performance of ancient timber-framed walls”, 4th Intern.Congress on “

*Science and Technology for the Safeguard of Cultural Heritage in the Mediterranean Basin*”, Cairo, Dec. 2009, vol. I, 119-127.(2.99) Kappos, A.J., Panagopoulos, G. K., Sextos, A.G., Papanikolaou, V.K. Stylianidis, K.C., Kouris L.A., Panagiotopoulos, C.G., and Goutzika E.D., “Development of earthquake loss scenarios for two Mediterranean cities”, 9th US National & 10th Canadian Conference on Earthquake Engineering, Toronto 25-29 July, 2010, paper no. 1554.

(2.100) Kappos, A.J., Paraskeva, T.S., and Moschonas, I.F., “Evaluation of available force reduction factors for concrete bridges”, 9th US National & 10th Canadian Conference on Earthquake Engineering, Toronto 25-29 July, 2010, paper no. 1638.

(2.101) Kappos, A.J. and Antoniadis P.S., “An improved procedure for the seismic design of reinforced concrete walls in dual systems”, 14th ECEE, Ohrid, FYROM, 2010, paper no. 807.

(2.102) Panagopoulos, G.K., Panagiotopoulos, C.G. and Kappos, A.J., “Derivation of capacity curves for reinforced concrete frame and dual structures”, 14th ECEE, Ohrid, FYROM, 2010, paper no. 343.

(2.103) Rossetto, T., Kappos, A.J., Kouris, L.A., Indirli, M., Borg, R.P., Lloyd, T.O. & Sword-Daniels V., “Comparison of damage assessment methodologies for different natural hazards”,

*COST-C26 Final Conference*, Naples 16-18 September 2010.(2.104) Vamvatsikos, D., Kouris, L.A., Panagopoulos, G., Kappos, A.J., Rossetto T., Lloyd, T.O., Stathopoulos, T. “Structural Vulnerability Assessment under Natural Hazards: A review”,

*COST-C26 Final Conference*, Naples 16-18 September 2010.(2.105) Kappos, A.J., Gidaris, I., Gkatzogias, K.I., “An Improved Displacement-Based Design Procedure for Concrete Bridges”,

*3rd International Conference on Seismic Retrofitting,*Tabriz, Iran, 20-22 October 2010.(2.106) Thermou, G.Ε. Papanikolaou, V.K., and Kappos A.J., "Αnalytical model for predicting the response of old-type columns rehabilitated with concrete jacketing under reversed cyclic loading", COMPDYN’11, Corfu, 25-28/5/2011, paper no. 137.

(2.107) Kappos, A.J., Gkatzogias, K.I., Gidaris, I., "An improved displacement-based seismic design methodology for bridges accounting for higher mode effects", Keynote lecture, COMPDYN’11, Corfu, 25-28/5/2011, paper no. 256.

(2.108) Mergos, P. and Kappos, A.J., “Seismic damage analysis of reinforced concrete structures with substandard detailing", COMPDYN’11, Corfu, 25-28/5/2011, paper no. 304.

(2.109) Moschonas, J.F. and Kappos, A.J., “Generalized fragility curves for bearing-supported skew bridges, for arbitrary angle of incidence of the seismic action", COMPDYN’11, Corfu, 25-28/5/2011, paper no. 377.

(2.110) Mergos, P. and Kappos, A.J., “Local damage index for seismic assessment of gravity load designed R/C structures”, 7th GRACM

*International Congress on Computational Mechanics*, 31/6-2/7/11, Athens, Greece, paper no. 136.(2.111) T. Salonikios, K. Antoniades and A.J. Kappos, “Experimental evaluation of Eurocode 4 provisions on Standard Tests of Composite Slabs for the Determination of m-k Values”, EUROSTEEL 2011, 31/8 – 2/9/2011, Budapest, Hungary.

(2.112) Kappos, A.J. and Perdikoulis, K.A., “Effect of angle of incidence of seismic waves on the inelastic dynamic response of irregular R/C structures”, 6th

*European Workshop on the seismic behaviour of Irregular and Complex Structures*(6EWICS), Haifa, Israel, 12–13 Sep. 2011.(2.113) Moschonas,I., Kappos, A., and Sextos, A., “Generalised fragility curves for straight bridges, for arbitrary angle of incidence of the seismic action, including soil-bridge interaction”, Proceed. IBSBI 2011, Oct. 13-15, 2011, Athens, Greece.

## Other publications (professional journals, national conferences, theses, reports, course notes)

see here