Skip to content
  • My Account
    • Orders
    • Downloads
    • Addresses
    • Account details
  • Cart0
    Seismosoft LogoSeismosoft Logo
    • Company
      • Management
      • Publications
    • Products
      • SeismoBuild
      • SeismoStruct
      • FRP DesignerNEW!
      • SeismoSelect
      • SeismoSignal
      • SeismoMatch
      • SeismoArtif
      • SeismoSpect
    • Shop
    • Support
      • Forum
      • SeismoBuild Support
      • SeismoStruct Support
      • FRP Designer Support
      • SeismoSelect Support
      • SeismoSignal Support
      • SeismoMatch Support
      • SeismoArtif Support
      • SeismoSpect Support
    • Blog
    • News
    • Resellers
    • Customers
    • My Account
      • Orders
      • Downloads
      • Addresses
      • Account details
    • Cart0
      Seismosoft LogoSeismosoft Logo
      • Company
        • Management
        • Publications
      • Products
        • SeismoBuild
        • SeismoStruct
        • FRP DesignerNEW!
        • SeismoSelect
        • SeismoSignal
        • SeismoMatch
        • SeismoArtif
        • SeismoSpect
      • Shop
      • Support
        • Forum
        • SeismoBuild Support
        • SeismoStruct Support
        • FRP Designer Support
        • SeismoSelect Support
        • SeismoSignal Support
        • SeismoMatch Support
        • SeismoArtif Support
        • SeismoSpect Support
      • Blog
      • News
      • Resellers
      • Customers

      Publications

      Home/Company/Publications
      Publications2022-09-12T09:47:29+02:00
      • Internal

      • External

      • Internal

      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.
      Download
      • 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.
      Download
      • 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.
      Download
      • 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.
      Download
      • 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.
      Download
      • 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.
      Download
      • 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.
      Download
      • 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.
      Download
      • 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.
      Download
      • 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.
      Download
      • 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.
      Download
      • 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.
      Download
      • 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.
      Download
      • 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.
      Download
      • External

      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.

      EARTHQUAKE ENGINEERING SOFTWARE PRODUCTS

      • SeismoBuild – Structural Assesment & Strengthening
      • SeismoStruct – Structural Assessment & Retrofitting
      • FRP Designer – FRP Strengthening of RC Columns & Beams
      • SeismoSelect – Selection & Scaling of Ground Motion Records
      • SeismoSignal – Signal Processing of Strong-Motion data
      • SeismoMatch – Response Spectrum Matching
      • SeismoArtif – Artificial Earthquake Accelerograms
      • SeismoSpect – Signal Processing for Ground Motion Records

      Become a Reseller

      Seismosoft is always looking to extend our group of resellers. If you want to become a Seismosoft reseller contact us at info[at]seismosoft.com.

      Contact Us

      If you need support, we advise you to carry out a search on Seismosoft’s Forum.

      You can always contact us through our contact form.

      Privacy Policy
      Shipping and Return Policy

      Get Social

      Copyright 2019 | Eshop designed & developed by Pontemedia
      FacebookTwitterLinkedInYouTube
      Page load link
      We value your privacy
      We use cookies to improve your experience on our site. To find out more, read our Privacy Policy or click Settings to see the cookies our website uses.
      Settings✓ ACCEPT ALL✗    &nbspREJECT     
      Cookies Settings

      Privacy Overview

      This website uses cookies to improve your experience while you navigate through the website. Out of these cookies, the cookies that are categorized as necessary are stored on your browser as they are essential for the working of basic functionalities of the website. We also use third-party cookies that help us analyze and understand how you use this website. These cookies will be stored in your browser only with your consent. You also have the option to opt-out of these cookies. But opting out of some of these cookies may have an effect on your browsing experience.

      CookieTypeDurationDescription
      akavpau_ppsdsessionsessionNecessary: This cookie is provided by Paypal. The cookie is used in context with transactions on the website.
      cookielawinfo-checkbox-necessarythird party53 minutesNecessary: This cookie is set by GDPR Cookie Consent plugin. The cookies is used to store the user consent for the cookies in the category "Necessary".
      cookielawinfo-checkbox-non-necessarythird party1 yearNecessary: This cookie is set by GDPR Cookie Consent plugin. The cookies is used to store the user consent for the cookies in the category "Non-necessary".
      GPSthird party22 minutesNon-necessary: Registers a unique ID on mobile devices to enable tracking based on geographical GPS location.
      IDEthird party1 yearNon-Necessary: This cookie is set by a third party (DoubleClick) and is used for serving targeted advertisements that are relevant to you across the web. Targeted advertisements may be displayed to you based on your previous visits to this website. For example, advertisements about a topic you have expressed an interest in while browsing our site may be displayed t you across the web. In addition, these cookies measure the conversion rate of ads presented to the user.
      LANGthird party7 hours and 46 minutesNecessary: Placed by PayPal. It isused to store language preferences to serve up content in the stored language.
      tsthird party3 yearsNecessary: This cookie is generally provided by PayPal and supports payment services in the website.
      tsrcethird party3 daysNecessary: This cookie is generally provided by PayPal and supports payment services in the website.
      ts_cthird party3 yearsNecessary: This cookie is associated with PayPal and is issued when making a payment via PayPal.
      viewed_cookie_policythird party1 yearNecessary: Takes a true or false value on whether the user has viewed the cookie policy
      VISITOR_INFO1_LIVEthird party6 monthsThis cookie is set by Youtube to keep track of user preferences for Youtube videos embedded in sites. It can also determine whether the website visitor is using the new or old version of the Youtube interface.
      wc_cart_createdfirst partyNecessary: Cookie is placed by WooCommerce to store performed actions on the website.
      wc_cart_hash_#sessionsessionNecessary: Remembers the items the user has placed in the shopping cart. 
      wc_fragments_#sessionsessionNecessary: Ensuring shopping cart functionality works properly.
      wc_fragments_#sessionsessionNecessary: This Cookie is used to manage the product downloads and/or product support requests on our website.
      woocommerce_items_in_cartsessionsessionNecessary: Helps WooCommerce determine when cart contents/data changes.
      wp_woocommerce_session_#first party2 daysNecessary: The cookie contains information identifying the customer and session expiration time. For guest shoppers this a randomly generated cryptographically strong ID.
      x-cdnsessionsessionNecessary: Is set by PayPal and minimizes delays in loading web page content by reducing the physical distance between the server and the user.
      X-PP-L7sessionsessionNecessary: These cookies are set by PayPal and are essential in order to enable you to move around the website and use its features, such as accessing secure areas of the website. Without these cookies services you have asked for, like shopping baskets or e-billing, cannot be provided.
      X-PP-SILOVERthird party30 minutesNecessary: This cookie is generally provided by PayPal and supports payment services in the website.
      YSCsessionsessionNecessary: This cookie is set by YouTube to track views of embedded videos.
      _gathird party2 yearsNon-Necessary: This cookie is used to distinguish unique users by assigning a randomly generated number as a client identifier. It is included in each page request in a site and used to calculate visitor, session and campaign data for the sites analytics reports.
      _gathird party: Google2 yearsNon-necessary: Statistical recording of website traffic data
      _gatperformance1 minuteNon-Necessary: This cookie name is associated with Google Universal Analytics. It is used to throttle the request rate - limiting the collection of data on high traffic sites. The main purpose of this cookie is: Performance.
      _gat_gtag_UA_#third party: Google1 minuteNon-Necessary: Cookie is placed by Google Analytics to store a unique user ID.
      _gidthird party1 dayNon-Necessary: This cookie name is asssociated with Google Universal Analytics. It stores and updates a unique value for each page visited.
      _gidthird party: Google1 dayNon-necessary: Statistical recording of website traffic data
      __paypal_storage__functionalNecessary: Is set by PayPal to store account details.
      Necessary
      Always Enabled
      Necessary cookies are absolutely essential for the website to function properly. This category only includes cookies that ensures basic functionalities and security features of the website. These cookies do not store any personal information.
      Non-necessary
      Any cookies that may not be particularly necessary for the website to function and is used specifically to collect user personal data via analytics, ads, other embedded contents are termed as non-necessary cookies. It is mandatory to procure user consent prior to running these cookies on your website.
      SAVE & ACCEPT
      Go to Top