Below, we list some of our scientific publications, related to models/algorithms that we have developed or tested, and then implemented in our software (more details in the respective Help Systems).

  • Antoniou S., Rovithakis A. and Pinho R. [2002] “Development and verification of a fully adaptive pushover procedure,” Proceedings Twelfth European Conference on Earthquake Engineering , London, UK, Paper No. 822.
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  • Antoniou S. and Pinho R. [2004] “Advantages and limitations of adaptive and non adaptive force-based pushover procedures,” Journal of Earthquake Engineering , Vol. 8, No 4, pp. 497-522.
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  • Antoniou S. and Pinho R. [2004] “Development and verification of a displacement-based adaptive pushover procedure,” Journal of Earthquake Engineering , Vol. 8, No. 5, pp. 643-661.
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  • Pinho R. and Antoniou S. [2005] “A displacement-based adaptive pushover algorithm for assessment of vertically irregular frames,” Proceedings of the Fourth European Workshop on the Seismic Behaviour of Irregular and Complex Structures , Thessaloniki, Greece.
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  • Pinho R. , Antoniou S. , Casarotti and Lopez M. [2005] “A displacement-based adaptive pushover algorithm for assessment of buildings and bridges,” in Advances in Earthquake Engineering for Urban Risk Reduction , Springer, Dordrecht, Netherlands.
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  • Pinho R. , Antoniou S. and Pietra D. [2006] “A displacement-based adaptive pushover for seismic assessment of steel and reinforced concrete buildings,” Proceedings of the Eighth US National Conference on Earthquake Engineering , San Francisco, USA, Paper no. 1701.
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  • Smyrou E., Blandon-Uribe C., Antoniou S. and Pinho R. [2006] “Implementation and verification of a masonry panel model for nonlinear dynamic analysis of for infilled RC frames,” Proceedings of the First European Conference on Earthquake Engineering and Seismology , Geneva, Switzerland, Paper no. 355.
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  • Meireles H.A., Pinho R. , Bento R. and Antoniou S. [2006] “Verification of an adaptive pushover technique for the 3D case,” Proceedings of the First European Conference on Earthquake Engineering and Seismology , Geneva, Switzerland.
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  • Pietra D., Pinho R. and Antoniou S. [2006] “Verification of displacement-based adaptive pushover for seismic assessment of high-rise steel buildings,” Proceedings of the First European Conference on Earthquake Engineering and Seismology , Geneva, Switzerland, Paper no. 956.
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  • Fragiadakis M., Pinho R. and Antoniou S. [2007] “Modelling Inelastic Buckling of Reinforcing Bars under Earthquake Loading,” Proceedings of the ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN07) , Crete, Greece.
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  • Ferracuti B., Savoia M., Pinho R. , Francia R. and Antoniou S. [2007] “Pushover analysis of FRP-retrofitted existing RC frame structures,” Proceedings of the Eighth International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-8), Patras , Greece.
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  • Pinho R. , Casarotti C. and Antoniou S. [2007] “A comparison of single-run pushover analysis techniques for seismic assessment of bridges,” Earthquake Engineering and Structural Dynamics , Vol. 36, No. 10, pp. 1347-1362.
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  • Pinho R. and Antoniou S. [2009] “Displacement-based Adaptive Pushover,” Proceedings of the ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2009), Rhodes, Greece, Paper n. CD448.
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  • Smyrou E., Blandon C., Antoniou S., Pinho R. and Crisafulli F. [2011] “Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled RC frame,” Bulletin of Earthquake Engineering, DOI 10.1007/s10518-011-9262-6.
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Below, we list scientific publications related to models/algorithms externally developed by others and then implemented in our software (more details in the respective Help Systems).

  • Allotey N.K., El Naggar M.H. [2005a] “Cyclic Normal Force-Displacement Model for Nonlinear Soil-Structure Interaction Analysis: SeismoStruct Implementation,” Research Report No. GEOT-02-05, Geotechnical Research Centre, Department of Civil & Environmental Engineering, University of Western Ontario, London, Ontario, Canada.
  • Allotey N.K., El Naggar M.H. [2005b] “Cyclic soil-structure interaction model for performance-based design,” Proceedings of the Satellite Conference on Recent Developments in Earthquake Geotechnical Engineering, TC4 ISSMGE, Osaka, Japan.
  • Anthes R.J. [1997] “Modified rainflow counting keeping the load sequence,” International Journal of Fatigue, Vol. 19, No. 7, pp. 529-535.
  • Auricchio F., Sacco E. [1997] “A superelastic shape-memory-alloy beam,” Journal of Intelligent Materials and Structures, vol. 8, pp. 489-501.
  • Blandon, C.A. [2005] “Implementation of an Infill Masonry Model for Seismic Assessment of Existing Buildings,” Individual Study, European School for Advanced Studies in Reduction of Seismic Risk (ROSE School), Pavia, Italy.
  • Clough R.W., Johnston S.B. [1966] “Effect of Stiffness Degradation on Earthquake Ductility Requirements” Proceedings, Second Japan National Conference on Earthquake Engineering, 1966, pp.227-232.
  • Crisafulli F.J. [1997] Seismic Behaviour of Reinforced Concrete Structures with Masonry Infills, PhD Thesis, University of Canterbury, New Zealand.
  • Della Corte G., De Matteis G., Landolfo R. [2000] “Influence of connection modelling on seismic response of moment resisting steel frames,” in Moment Resistant Connections of Steel Frames in Seismic Areas: Design and Reliability (ed. F.M. Mazzolani), Chapter 7, E&FN Spon, London, New York.
  • De Martino A., Faella C., Mazzolani F.M. [1984] “Simulation of Beam-to-Column Joint Behaviour under Cyclic Loads,” Construzioni Metalliche, Vol. 6, pp. 346-356.
  • Emori K., Schnobrich W.C. [1978] “Analysis of Reinforced Concrete Frame-Wall Structures for Strong Motion Earthquakes,” Structural Research Series No. 434, Civil Engineering Studies, University of Illinois at Urbana-Champaign.
  • Ferracuti B., Savoia M. [2005] “Cyclic behaviour of FRP-wrapped columns under axial and flexural loadings,” Proceedings of the International Conference on Fracture, Turin, Italy.
  • Filippou F.C., Popov E.P., Bertero V.V. [1983] “Effects of bond deterioration on hysteretic behaviour of reinforced concrete joints,” Report EERC 83-19, Earthquake Engineering Research Center, University of California, Berkeley.
  • Fugazza D. [2003] Shape-memory Alloy Devices in Earthquake Engineering: Mechanical Properties, Constitutive Modelling and Numerical Simulations, MSc Dissertation, European School for Advanced Studies in Reduction of Seismic Risk (ROSE School), Pavia, Italy.
  • Kaldjian M.J. [1967] “Moment-curvature of beams as Ramberg-Osgood functions,” Journal of Structural Division, ASCE, Vol 93, No. ST5, pp. 53-65.
  • Kappos A., Konstantinidis D. [1999] “Statistical analysis of confined high strength concrete,” Materials and Structures, Vol. 32, pp. 734-748.
  • Madas P. [1993] “Advanced Modelling of Composite Frames Subjected to Earthquake Loading,” PhD Thesis, Imperial College, University of London, London, UK.
  • Madas P., Elnashai A.S. [1992] “A new passive confinement model for transient analysis of reinforced concrete structures,” Earthquake Engineering and Structural Dynamics, Vol. 21, pp. 409-431.
  • Mander J.B., Priestley M.J.N., Park R. [1988] “Theoretical stress-strain model for confined concrete,” Journal of Structural Engineering, Vol. 114, No. 8, pp. 1804-1826.
  • Martinez-Rueda J.E., Elnashai A.S. [1997] “Confined concrete model under cyclic load,” Materials and Structures, Vol. 30, No. 197, pp. 139-147.
  • Menegotto M., Pinto P.E. [1973] “Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending,” Symposium on the Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, International Association for Bridge and Structural Engineering, Zurich, Switzerland, pp. 15-22.
  • Monti, G., Nuti, C., Santini, S. [1996] CYRUS – Cyclic Response of Upgraded Sections, Report No. 96-2, University of Chieti, Italy.
  • Nagashima T., Sugano S., Kimura H., Ichikawa A. [1992] “Monotonic axial compression tests on ultra high strength concrete tied columns,” Proceedings of the Tenth World Conference on Earthquake Engineering, Madrid, Spain, pp. 2983-2988.
  • Nogueiro P., Simoes da Silva L., Bento R., Simoes R. [2005a] “Numerical implementation and calibration of a hysteretic model with pinching for the cyclic response of steel and compositie joints,” Proceedings of the Fourth International Conference on Advances in Steel Structures, Shangai, China, Paper no. ISP-45.
  • Otani, S. [1974] “SAKE, A Computer Program for Inelastic Response of R/C Frames to Earthquakes,” Report UILU-Eng-74-2029, Civil Engineering Studies, University of Illinois at Urbana-Champaign, USA.
  • Otani S. [1981] “Hysteresis Models of Reinforced Concrete for earthquake Response Analysis,” Journal of Faculty of Engineering, University of Tokyo, Vol XXXVI, No2, 1981 pp 407-441
  • Prota A., Cicco F., Cosenza E. [2009] “Cyclic behavior of smooth steel reinforcing bars: experimental analysis and modeling issues,” Journal of Earthquake Engineering, Vol. 13, No. 4, pp. 500-519.
  • Ramberg W., Osgood W.R. [1943] Description of Stress-Strain Curves by Three Parameters, National Advisory COmmittee on Aeronautics, Technical Note 902.
  • Richard R.M., Abbott B.J. [1975] “Versatile Elastic Plastic Stress-Strain Formula,” Journal of Engineering Mechanics, ASCE, Vol. 101, No. 4, pp. 511-515
  • Sheikh S.A., Uzumeri S.M. [1982] “Analytical model for concrete confined in tied columns,” Journal of the Structural Division, ASCE, Vol. 108, No. ST12, pp. 2703-2722.
  • Simoes R., Simoes da Silva L., Cruz P. [2001] “Behaviour of end-plate beam-to-column composite joints under cyclic loading,” International Journal of Steel and Composite Structures, Vol. 1, No. 3, pp. 355-376.
  • Sivaselvan M., Reinhorn A.M. [1999] “Hysteretic models for cyclic behavior of deteriorating inelastic structures,” Report MCEER-99-0018, MCEER/SUNY/Buffalo.
  • Sivaselvan M., Reinhorn A.M. [2001] “Hysteretic models for deteriorating inelastic structures,” Journal of Engineering Mechanics, ASCE, Vol. 126, No. 6, pp. 633-640, with discussion by Wang and Foliente and closure in Vol. 127, No. 11.
  • Spoelstra M., Monti G. [1999] “FRP-confined concrete model,” Journal of Composites for Construction, ASCE, Vol. 3, pp. 143-150.
  • Takeda T., Sozen M.A., Nielsen N.N. [1970] “Reinforced concrete response to simulated earthquakes,” Journal of Structural Division, ASCE, Vol. 96, No. ST12, pp. 2557-2573
  • Yankelevsky D.Z., Reinhardt H.W. [1989] “Uniaxial behavior of concrete in cyclic tension,” Journal of Structural Engineering, ASCE, Vol. 115, No. 1, pp. 166-182.
  • Yassin M.H.M. [1994] Nonlinear analysis of prestressed concrete structures under monotonic and cyclic loads, PhD Thesis, University of California, Berkeley, USA.