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Περιοδικά

Δημοσιεύσεις σε επιστημονικά περιοδικά

  1. C.C. Spyrakos, I.G. Raftoyiannis, L. Credali and J. Ussia Experimental and Analytical Study on Reinforced Concrete Beams in Bending Strengthened with FRP, The Open Construction and Building Technology Journal, 2014, 8, 153-163.
  2. C.A. Maniatakis, I.N. Psycharis, C.C. Spyrakos Effect of higher modes on the seismic response and design of moment-resisting RC frame structures, Engineering Structures 56 (2013),417-430.
  3. Constantine Spyrakos, Vicky Dimakopoulou, Michalis Fragiadakis, Influence of modeling parameters on the response of degrading systems to near-field ground motions, Engineering Structures 53 (2013),10-24.
  4. Spyrakos CC, Maniatakis ChA, Smyrou E, Psycharis IN., FRP Strengthened Brick-Infilled RC Frames: An Approach for their Proper Consideration in Design, The Open Construction and Building Technology Journal, 2012:6(Suppl 1-M19);306-324.
  5. Maniatakis ChA, Spyrakos CC., A new methodology to determine elastic displacement spectra in the near-fault region, Soil Dynamics and Earthquake Engineering, 2012:35;41-58.
  6. Spyrakos, C., Koutromanos, I. A. and Maniatakis, Ch. A., Seismic Response of Base-Isolated Buildings Including Soil-Structure Interaction, Soil Dynamics and Earthquake Engineering, Vol.29, pp. 658-668, (2009).
  7. Spyrakos, C., Maniatakis, Ch. A. and Koutromanos, I. A., Soil-Structure Interaction Effects on Base-Isolated Buildings Founded on Soil Stratum, Engineering Structures Journal, Vol.31, pp.729-737, (2009).
  8. Taflambas, I. M., Spyrakos, C. C. and Koutromanos, I. A., A New Definition of Strong Duration and Related Parameters Affecting the Response of Medium-Long Period Structures, Soil Dynamics and Earthquake Engineering, Vol.29, pp. 752-763, (2009).
  9. Raftoyiannis, I. and Spyrakos, C. C., A study of suspended roofs for near-source seismic motions, Computers and Structures, Vol. 86, pp. 1633-1642 , (2008).
  10. Spyrakos, C. C., Maniatakis, Ch. A. and Taflambas, J., Evaluation of Near-Source Seismic Records Based on Damage Potential Parameters. Case Study: Greece,, Soil Dynamics and Earthquake Engineering, Vol. 28 ,pp. 738-753, (2008).
  11. Raftoyiannis, I., Spyrakos, C. C. and Michaltsos G., Behavior of Suspended Roofs Under Blast Loading, Engineering Structures Journal, Vol. 29, No. 1, pp. 88-100, (2007).
  12. Psycharis, I. N., A Probe into the Seismic History of Athens, Greece from the Current State of a Classical Monument, Earthquake Spectra, Vol. 23, No. 2, pp. 393-415, (2007).
  13. Σπυράκος Κ., Τουλιάτος Π., Πατσιλίβας Δ., Πελέκης Γ., Χαμπέσης A. και Μανιατάκης Χ.A., Ανάλυση Κτιρίου από Φέρουσα Τοιχοποιία για Σεισμό Εγγύς-Πεδίου και Προτάσεις Επεμβάσεων, Τεχνικά Χρονικά (Επιστημονική Έκδοση T.E.E. τεύχος 3), (2006).
  14. Ermopoulos, J. and Spyrakos, C. C., Validated Analysis and Strengthening of a 19th Century Railway Bridge, Engineering Structures Journal, Vol. 28, pp. 783-792, (2006).
  15. Spyrakos, C. C. and Nikolettos, G., Overturning Stability Criteria for Flexible Structures to Earthquakes, ASCE Journal of Engineering Mechanics, Vol. 131, No 4, pp. 349-358, (2005).
  16. Spyrakos, C.C. and Ermopoulos, J., Development of Aluminum Load-Carrying Space Frame for Building Structures, Engineering Structures, Vol. 27, pp. 1942-1950, (2005).
  17. Elghazouli, B. Broderick, J. Goggins, H. Mouzakis, P. Carydis, J. Bouwkamp, A. Plumier, Shake table testing of tubular steel bracing members, Structures & Buildings, 158, Issue SB4, 229-241, (2005).
  18. Spyrakos, C. C., Ermopoulos, J. and Raftoyannnis, I., Condition Assessment and Retrofit of a Historic Steel-Truss Railway Bridge, J. Constructional Steel Research, Vol. 60, No 8, pp.1113-1225, (2004).
  19. Spyrakos, C. C. and Xu, C., Dynamic Analysis of Flexible Massive Strip - Foundations Embedded in Layered Soils by Hybrid BEM-FEM, Computers and Structures, Vol. 82, pp. 2541-2550, (2004).
  20. Ψυχάρης Ι. Ν. και Μαγείρου Γ. Ε., Διερεύνηση της Σεισμικής Συμπεριφοράς Γεφυρών με Ελαστικά Εφέδρανα και Σεισμικούς Συνδέσμους, Τεχνικά Χρονικά, Τ.Ε.Ε., τεύχος 2/2004, Σειρά Ι (Θέματα Πολ. Μηχ. και Αγρ.-Τοπ. Μηχ.), σελ. 79-95, (2004).
  21. Spyrakos, C. C. and Ioannidis, G., Seismic Behavior of a Post - Tensioned Integral Bridge Including Soil - Structure Interaction (SSI), Soil Dynamics and Earthquake Engineering, Vol.23 ,pp. 53-63, (2003).
  22. Spyrakos, C. C. and Xu, C., Seismic Soil - Structure Interaction of Flexible Strip-Foundations Embedded in Layered Soils by Hybrid BEM - FEM, Soil Dynamics and Earthquake Engineering, Vol.23, pp. 383-389, (2003).
  23. Psycharis, I. N., Lemos, J. V., Papastamatiou, D. Y., Zambas, C. and Papantonopoulos, C., Numerical Study of the Seismic Behaviour of a Part of the Parthenon Pronaos, Earthquake Engineering and Structural Dynamics, Vol.32, pp. 2063-2084, (2003).
  24. Spyrakos, C. C. and Vlassis, A. G., Effect of Soil-Structure Interaction on Seismically Isolated Bridges, Journal of Earthquake Engineering, Vol.6, No. 3, pp. 391-429, (2002).
  25. Mouzakis, H., Psycharis, I. N., Papastamatiou, D. Y., Carydis, P. G., Papantonopoulos, C. and Zambas, C., Experimental investigation of the earthquake response of a model of a marble classical column, Earthquake Engineering and Structural Dynamics, Vol. 31, pp. 1681-1698, (2002).
  26. A. Plakas, J. Βouwkamp, P. Carydis , H. Mouzakis, Composite Behaviour under quasi-static and dynamic loading, European Earthquake Engineering, Vol. XVI- n1. -2002, pp 31-39, (2002).
  27. Papantonopulos, C., Psycharis, I. N., Papastamatiou, D. Y., Lemos, J. V. and Mouzakis, H., Numerical Prediction of the Earthquake Response of Classical Columns Using the Distinct Element Method, Earthquake Engineering and Structural Dynamics, Vol. 31, pp. 1699-1717, (2002).
  28. Χu, C. and Spyrakos, C.C., Seismic Analysis of Lock - Soil - Fluid Systems by Hybrid BEM - FEM, Soil Dynamics and Earthquake Engineering, Vol. 21, pp. 259-271, (2001).
  29. Vlassis, A. G. and Spyrakos, C. C., Seismically Isolated Bridge Piers on Shallow Soil Stratum with Soil - Structure Interaction, Computers and Structures, Vol.79, pp. 2847-2861, (2001).
  30. C.A.Castiglioni, C.Bernuzzi, P.Carydis Dynamic behavior of steel moment-resisting frames with a concrete slab on metal sheeting, Costruzioni Metalliche, LII (2001).
  31. D.Benedetti, P.Carydis and M.P.Limongelli, Evaluation of the seismic response of masomry buildings based on energy functions, Earthquake Engineering and Structural Dynamics (2001).
  32. J. Bouwkamp, A. Plakas, H. Mouzakis, P. Carydis, THE ATHENS TESTS: Behaviour of a Moment Connection of a Beam with slab under Seismic Loading, Seismic behaviour and design of composite steel concrete structures (2001).
  33. Y. Lu, H. Hao, P. Carydis, H. Mouzakis, Seismic performance of RC frames designed for three different ductility levels, Engineering Structures, 23, 537-547, (2001).
  34. Mylonakis, G., Papastamatiou, D., Psycharis, J. and Mahmoud, K., Simplified Modeling of Bridge Response on Soft Soil to Nonuniform Seismic Excitation, Journal of Bridge Engineering, ASCE, Vol. 6, No. 6, pp. 587-597, (2001).
  35. Psycharis, I. N., Papastamatiou, D. Y. and Alexandris, A., Parametric Investigation of the Stability of Classical Columns under Harmonic and Earthquake Excitations, Earthquake Engineering and Structural Dynamics, Vol. 29, pp. 1093-1109, (2000).
  36. Spyrakos, C. C., Kemp, E. and Venkatareddy, R., Seismic Study of a Historic Covered Bridge, Engineering Structures, Vol. 21., pp. 877-882, (1999).
  37. Spyrakos, C.C., Kemp, E. and Venkatareddy, R., Validated Analysis of Wheeling Suspension Bridge, ASCE Journal of Bridge Engineering, Vol.4, No.1, pp. 1-7, (1999).
  38. D.Benedetti and P.Carydis, Influence of the vertical component on damage during shallow-near field earthquakes, European Earthquake Engineering, Vol. 3, p.p. 3-12, (1999).
  39. Guan, F., Moore, I. D. and Spyrakos, C.C., Two Dimensional Transient Fundamental Solution due to Suddenly Applied Load in a Half-Space, Soil Dynamics and Earthquake Engineering, Vol. 17, pp. 269-277, (1998).
  40. D. Benedetti, P.Carydis and P. Pezzoli, Eartquake Engineering and Structural Dynamics, vol.27 (1998).
  41. Spyrakos, C.C. and Xu, C., Soil-Structure-Water Interaction of Intake-Outlet Towers Allowed to Uplift, Soil Dynamics and Earthquake Engineering, Vol. 16, pp. 151-157, (1997).
  42. Xu, C., and Spyrakos, C.C.,Seismic Analysis of Towers Including Foundation Uplift, Engineering Structures, Vol. 18. No 4, pp. 271-278, (1996).
  43. Siros, K.A. and Spyrakos, C.C.,Creep Analysis of Hybrid Integral Bridges, Transportation Research Record, No. 1476, pp. 147-155, (1995).
  44. Chen, H.L., Spyrakos, C.C and Venkatesh, G.,Evaluating Structural Deterioration by Dynamic Response, ASCE Journal of Structural Engineering Vol. 121, No. 8, pp. 1197-1204, (1995).
  45. Papadrakakis M. and Mouzakis H.P., Earthquake simulator testing of pounding between adjacent buildings, Earthquake Engineering and Structural Dynamics 24, 811-834 (1995).
  46. Chen, C.-I., Mucino, V. and Spyrakos, C.C.,Flexible Rotating Beam: Comparative Modeling of Isotropic and Composite Material Including Geometric Nonlinearity, J. Sound and Vibration, Vol. 178, No. 5, pp. 591-605, (1994).
  47. Papastamatiou D. and Psycharis I., Seismic Response of Classical Μonuments - A Numerical Perspective Developed at the Temple of Apollo in Bassae, Greece, Terra Nova, Vol. 5, pp. 591-601, (1993).
  48. Vayas I. and Psycharis I., Ein Dehnungsorientiertes Verfahren zur Ermittlung der Duktilitat bzw. Rotationskapazitat von Tragern aus I-Profilen, Der Stahlbau, Vol. 62, H. 11, pp. 333-341, (1993).
  49. Spyrakos, C.C.,Seismic Behavior of Bridge Piers Including Soil-Structure Interaction, Computers and Structures, Vol. 43, No. 2, pp. 373-384, (1992).
  50. Vayas I. and Psycharis I., Dehnungsorientierte Formulierung der Methode der Wirksamen Breite, Der Stahlbau, Vol. 61, H. 9, pp. 275-283, (1992).
  51. Patel, P. and Spyrakos C.C.,Uplifting-Sliding Response of Flexible Structures to Seismic Loads, Engineering Analysis with Boundary Elements, Vol. 8, No.4, pp. 185-191, August, (1991).
  52. Kokkinos F.T. and Spyrakos, C.C.,Dynamic Analysis of Flexible Strip-Foundations in the Frequency Domain, Computers and Structures Vol. 39, No.5, pp. 473-482, (1991).
  53. Psycharis I. N., Effect of Base Uplift on the Dynamic Response of SDOF Structures, Journal of Structural Engineering, ASCE, Vol. 117, No. 3, pp. 733-754, (1991).
  54. Papadrakakis M., Mouzakis H., Plevris N. and Bitzarakis S., A Lagrange multiplier solution method for pounding of buildings during earthquakes, Earthquake Engineering and Structural Dynamics, 20, 981-998 (1991).
  55. Spyrakos, C.C. and Chen, Ching-I Power Series Expansions of Dynamic Stiffness Matrices for Tapered Bars and Shafts, International Journal for Numerical Methods in Engineering. Vol. 30, pp. 259-270, August, (1990).
  56. Spyrakos, C.C.,Assessment of SSI on the Longitudinal Seismic Response of Short Span Bridges, Engineering Structures, Vol. 12, No. 1, pp. 60-66, (1990).
  57. Patel, P. and Spyrakos, C., Time Domain BEM-FEM Seismic Analysis, Including Basemat Lift-Off, Engineering Structures, Vol. 12, pp. 195-207, July, (1990).
  58. Fotos, P. and Spyrakos, C.C., Evaluation of Orthodontic Stresses Generated by an Arch Wire Appliance Utilizing the Finite Element Method, American J. of Orthodontics: The Angle Orthodontist, Vol. 60, No. 4, pp. 277-281, (1990).
  59. Psycharis I. N., Dynamic Behaviour of Rocking Two-Block Assemblies, Earthquake Engineering and Structural Dynamics, Vol. 19, pp. 555-575, (1990).
  60. Spyrakos, C.C., P. Patel, and F. Kokkinos, Assessment of Computational Practices in Dynamic Soil-Structure Interaction, ASCE, Journal of Computing in Civil Engineering, Vol. 3, No. 2, pp. 143-157, (1989).
  61. Prucz, J., Kokkinos, R., and Spyrakos, C.C., Advanced Joining Concepts for Passive Vibration Control, ASCE, Journal of Aerospace Engineering, Vol. 1, No. 4, pp. 193-205, (1988).
  62. Spyrakos, C.C.,Dynamic Behavior of Foundations in Bilateral and Unilateral Contact, Shock and Vibration Digest, Vol. 26, No. 4, pp. 561-587, (1988).
  63. Spyrakos, C.C. Transient Analysis of Viscoelastic Tapered Bars and Shafts by Laplace Transform, ASCE, Journal of Computing in Civil Engineering, Vol. 2.No.1, pp 53- 67, (1987), (Recommended for Award).
  64. Tamma, K.K., Spyrakos, C.C. and Lambi, M.A.,Thermal/Structural Dynamic Analysis Via a Transform Method Based Finite Element Approach AIAA Journal of Spacecrafts and Rockets, Vol. 24, No. 3, pp. 219-226, (1987).
  65. Gangarao, H.V.S. and Spyrakos, C.C., A Series Solution Algorithm for Initial Boundary Value Problems with Variable Properties, Computers and Structures, Vol. 26, No. 4, pp. 581-587, (1987).
  66. Spyrakos, C.C. and Beskos D.E., Dynamic Response of Flexible Strip-Foundations by Boundary and Finite Elements, Soil Dynamics and Earthquake Engineering, Vol 5, No. 2, pp. 84-96, (1986).
  67. Spyrakos, C.C. and Beskos, D.E., Dynamic Response of Rigid Strip-Foundations by Time Domain Boundary Element Method, Int. Journal for Numerical Methods in Engineering, Vol. 23, pp. 1547.-1565, (1986).
  68. Spyrakos, C.C. and Antes, H., Time Domain Boundary Element Method Approaches in Elastodynamics: A Comparative Study, Computers and Structures, Vol. 244, No. 4, pp. 529-535, (1986).
  69. Gangarao, H.V.S. and Spyrakos, C.C., Closed Form Series Solutions of Boundary Value Problems with Variable Properties, Computers and Structures, Vol. 23, No. 2, pp. 211-215, (1986).
  70. Gangarao, H.V.S. and Spyrakos, C.C., Vibration of Tapered Beams, ASCE Journal of the Structural Division, Vol. 112, No. 12, pp. 2716-2717, (1986).
  71. Carydis P. and Mouzakis H.P., Ambient vibration measurements of undamaged, seismically damaged and repaired buildings, Earthquake Spectra, 2(3), 515-535 (1986).
  72. Psycharis I. N. and Jennings P. C., Upthrow of Objects Due to Horizontal Impulse Excitation, Bulletin of the Seismological Society of America, Vol. 75, No.2, pp. 543-561, (1985).
  73. Psycharis I. N., Dynamics of Flexible Systems with Partial Lift-Off, Earthquake Engineering and Structural Dynamics, Vol. 11, pp. 501-521, (1983).
  74. Psycharis I. N. and Jennings P. C., Rocking of Slender Rigid Bodies Allowed to Uplift, Earthquake Engineering and Structural Dynamics, Vol. 11, pp. 57-76, (1983).
  75. Spyrakos, C.C. and Beskos D.E., Dynamic Response of Frameworks by Fourier Transform, Computers and Structures, V. 15, pp. 495-505, (1982).
  76. Spyrakos, C. C. and Vlassis, A. G., Force-Based Seismic Design: Conceptual Correlation with Performance-Based Design and Proposed Amendments, Engineering Structures Journal, (υπό κρίση).