• Input ground-motion in free-field site response analysis

    Michele Formica
    Michele Formica
    Hello there, I am performing a free-field site response analysis. Plaxis's Manual suggests to set a " Compliant base " for the bottom boundary and " Free-field " for the lateral boundaries. Now, in my specific case i have an outcropping ground motion…
    • 12 days ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Free field boundary conditions for PLAXIS 2D: new improvements and recommendations for practical use

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS CONNECT Edition V22 Update 2 PLAXIS 2D 2023.1 Date created 20 March 2023 Date modified 20 March 2023 Introduction One of the greatest challenges in dynamic finite element analysis…
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Dynamic Analysis Using Matched Response Spectra-PLAXIS 2D

    Mustafa Erten
    Mustafa Erten
    Hi, I need to perform earthquake analysis of a slope but in terms of dynamic forces, all I have is response spectra of matched time histories (see example below). I am wondering if I can use these spectra as an input in PLAXIS 2D for my analysis or…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Regarding shaking table test

    Rahul Dogra
    Rahul Dogra
    I want to apply a harmonic acceleraction of 5m/s2 having a frequency of 20 Hz at the bottom of my model as a shaking table. how can i apply that.
    • Answered
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Liquefaction Analysis on Plaxis

    Marcus Delfino
    Marcus Delfino
    Hello, Good afternoon. I am working on my Master's dissertation with Liquefaction Analysis from Earthquake Loading and I have three questions about my modeling. 1) What should be the correct dynamic boundaries to use on this modeling? I am simulating…
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • PSA,Realtive displacment, Lateral displacment of strucutre

    ZAID ALFARHAN
    ZAID ALFARHAN
    Dear experts , I have this case "dynamic soil-structure interaction under earthquake " as illustrated in the figure below . When I want to obtain the maximum lateral displacement of structure there is two option 1- find the maximum difference…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Fundamentals of pseudo-static analysis in PLAXIS

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Application PLAXIS 2D PLAXIS 3D Version CONNECT Edition V20 and later Date created 1 May 2020 Date modified 2 December 2022 Mechanisms developed in pseudo-static analysis General aspects Although time-domain…
    • 11 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Westergaard's added mass for hydrodynamic pressures: a simple case

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition V20 Update 1 PLAXIS 3D CONNECT Edition V20 Update 1 Date created 7 January 2020 Date modified 7 January 2020 The attached document describes the…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • How to create a model for ground response analysis in PLAXIS 2D

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 12 February 2016 Date modified 12 February 2016 This movie shows how to create a model to perform a ground response analysis and is based on the article listed…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Dynamics

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D AE Date created 09 May 2011 Date modified 09 May 2011 The Dynamics module of PLAXIS 2D allows us to perform dynamic analyses of the propagation of waves through the soil…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PM4Sand - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 23 March 2018 Date modified 12 October 2022 With the release of PLAXIS 2D 2018, a new User Defined Soil Model for liquefaction analysis is introduced, the PM4Sand…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Site response analysis and liquefaction evaluation

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author A. Laera, R. B. J. Brinkgreve Date created 07 October 2015 Date modified 18 November 2016 When an earthquake occurs, the seismic waves propagate from…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 16: Free vibration and earthquake analysis of a building

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 This example demonstrates the natural frequency of a five-storey building when subjected to free vibration and earthquake…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • New Geotechnical Analysis SIG posted: PLAXIS 2D Dynamics With the New Site Response Analysis Tool

    Micha van der Sloot
    Micha van der Sloot
    We posted a new recording of the latest Geotechnical Analysis Special Interest Group workshop : 2019-06 (June) Geotechnical Analysis SIG - PLAXIS 2D Dynamics With the New Site Response Analysis Tool You may find it here on the Geotechnical Analysis…
    • over 4 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Blog
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