• Ground response analysis

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author A. Laera, R. B. J. Brinkgreve Date created 05 June 2015 Date modified 04 August 2017 Earthquakes propagate from the bedrock to…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Hysteretic damping in a small-strain stiffness model

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author P.G. Bonnier, M. H. Kappert, R. B. J. Brinkgreve Date created 20 May 2011 Date modified 24 October 2016 The paper shows a derivation of hysteretic…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Simulation of Soil Nail's Dynamic Pullout Response

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author W. L. Cheang, S. A. Tan, P. H. Ooi Date created 15 November 2011 Date modified 24 October 2016 The assessment of an in-situ nail – soil interface…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Compliant base and free field boundaries: check on input signal

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D AE Date created 23 July 2014 Date modified 23 July 2014 When using the free field and/or compliant base boundary condition we need to create so-called node pairs along the boundary…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Fixed and Compliant base: what input motion is required?

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D 2012 PLAXIS 3D AE Date created 23 July 2014 Date modified 23 July 2014 Fixed base The fixed base can be set up by selecting the “none” option from the Dynamic model…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • How does Plaxis deal with water pressures during dynamic calculations?

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition PLAXIS 3D CONNECT Edition Date created 15 September 2014 Date modified 16 December 2022 In relation to water pressures in a dynamic calculation we…
    • 10 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Using an accelerogram for Dynamics

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 23 July 2014 Date modified 23 July 2014 In PLAXIS it is possible to import an accelerogram (or any time data serie) for a dynamic signal as…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Plaxis uses SMC files for earthquakes, but what kind of format is this?

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 05 November 2012 Date modified 05 November 2012 SMC (Strong Motion CD) is a format used by the U.S. Geological Survey National Strong-Motion…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Drift correction for dynamic input signal from file

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 23 July 2014 Date modified 23 July 2014 Due to integration of the accelerations and velocities, a drift might occur in the displacements. When…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • On the use of dynamic boundary conditions

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D 2015 PLAXIS 3D AE Date created 23 July 2014 Date modified 23 July 2014 While setting up a dynamic model you may choose from the following dynamic boundary conditions…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Memory usage in dynamic calculations

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 28 April 2014 Date modified 28 April 2014 A dynamic calculation will use more RAM memory than a static (Plastic) analysis of the same model…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Time step used in dynamic calculation

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 16 April 2012 Date modified 16 April 2012 Time step The time step used by Plaxis in a dynamic calculation is constant and equal to δt = Δt/ (m* n) , where Δt…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • How to activate a dynamic load

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 02 December 2019 Date modified 02 December 2019 General aspects In PLAXIS 2D and 3D,  providing that  the dynamic module is available,   a dynamic (i.e.,  time…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • How to prescribe a dynamic displacement

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 02 December 2019 Date modified 02 December 2019 General aspects In PLAXIS 2D and 3D, providing that the dynamic module is available, a dynamic displacement can…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • How to model moving loads to simulate train-induced vibrations

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Application PLAXIS 3D Version PLAXIS 3D CONNECT Edition V20 Date created 25 October 2018 Date modified 2 February 2021 General This following demonstration video intends to illustrate the use of movement functions…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Effects of Pile Driving near an Existing Building

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Date created 07 May 2015 Date modified 07 May 2015 In this video, the workflow of the Dynamics module of PLAXIS 3D will be illustrated. The effects of pile driving on a…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Traffic Loads: simulating a moving load

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D 2012 Date created 31 January 2013 Date modified 31 January 2013 In this movie, we will show how to set up a dynamic calculation of traffic loads. The loads will be measured…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 3D Dynamic free field elements and its corners

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Issue status Solved First Affected Version PLAXIS 3D 2016 Found in Version PLAXIS 3D 2016 Fixed and Released in Version PLAXIS 3D CONNECT Edition V20 Issue # SW-31619 Date created …
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Dynamic loads not correctly applied in phase with multiple dynamic substeps

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D AE.00 Found in Version PLAXIS 2D AE.00 Fixed and Released in Version PLAXIS 2D 2015.00 Issue # 23255 Date created 20…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Plastic behaviour in free field elements in PLAXIS 3D AE.00 may lead to a severe divergence error

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 3D AE.00 Found in Version PLAXIS 3D AE.00 Fixed and Released in Version PLAXIS 3D AE.01 Issue # 23608 Date created 13 May…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Splitting dynamic signal over multiple phases may give wrong results when using compliant base boundary

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D AE.00 Found in Version PLAXIS 2D AE.00 Fixed and Released in Version PLAXIS 2D 2015.00 Issue # 22837 Date created 20…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Time interval specified for K0 phase (using Gravity loading first) incorrectly influences dynamic results

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D AE.00 Found in Version PLAXIS 2D AE.00 Fixed and Released in Version PLAXIS 2D 2015.00 Issue # 22402 Date created 28…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Dynamic models with Rayleigh damping in bottom layer may give wrong results

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2010.01 Found in Version PLAXIS 2D 2010.01 Fixed and Released in Version PLAXIS 2D 2012.00 Issue # 20508 Date created …
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Free field boundaries without compliant base bottom may turn into viscous boundaries

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D AE.00 Found in Version PLAXIS 2D AE.00 Fixed and Released in Version PLAXIS 2D AE.02 Issue # 21525 Date created 11 June…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • 2DAE: Issues with automatic dynamic substeps determination

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D AE.00 Found in Version PLAXIS 2D AE.00 Fixed and Released in Version PLAXIS 2D AE.02 Issue # 21086 Date created 08 April…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
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