• Dynamic point loads in axisymmetric 2D models do not consider the radius

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Application PLAXIS 2D Issue status Solved First Affected Version PLAXIS 2D Anniversary Edition Found in Version PLAXIS 2D Anniversary Edition PLAXIS 2D 2015-2019 PLAXIS CONNECT Edition V20-V22 PLAXIS 2023.1 Fixed and Released…
    • 27 days ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • 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 Load with Perpendicular Distribution

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 24 February 2020 Date modified 24 February 2020 In a time-dependent Dynamics analysis, the dynamic load is defined through a combination of…
    • over 3 years 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
  • Effects of Dynamic Excitation on a Dam

    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 movie, the Dynamics module of PLAXIS 3D will be illustrated. The effects of a dynamic excitation on a dam at full…
    • 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
  • 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
  • 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
  • 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
  • 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
  • PLAXIS 3D Tutorial 09: Free vibration and earthquake analysis of a building

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 3D Version PLAXIS 3D Date created 04 Oct 2018 Date modified 27 Feb 2023 This example demonstrates the natural frequency of a long five-story building when subjected to free vibration and earthquake…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 3D Tutorial 08: Dynamic analysis of a generator on an elastic foundation

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 3D Version PLAXIS 3D Date created 04 Oct 2018 Date modified 27 Feb 2023 In this tutorial, the influence of a vibrating source on its surrounding soil is studied. To reduce the calculation time…
    • 8 months 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
  • PLAXIS 2D Tutorial 15: Pile driving

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 This example involves driving a concrete pile through an 11 m thick clay layer into a sand layer, as can be seen in the…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 14: Dynamic analysis of a generator on an elastic foundation

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 Using PLAXIS, it is possible to simulate soil-structure interaction. Here the influence of a vibrating source on its surrounding…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Vertical dynamic response of a footing

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 07 January 2013 Date modified 07 January 2013 This document describes an example that has been used to verify that the dynamic response of a…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Ground response analysis in case of linear soil

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 03 January 2013 Date modified 03 January 2013 This document describes an example that has been used to verify that the natural frequency of…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Lamb's problem

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 19 December 2012 Date modified 19 December 2012 Lamb's problem is related to wave propagation in a semi-infinite elastic medium subjected to…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Free vibration analysis of a dam

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 04 January 2013 Date modified 04 January 2013 This document describes an example that has been used to verify the natural frequency of vibration…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Pulse load on a multi layer system: Comparison with spectral elements

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 02 January 2013 Date modified 02 January 2013 This document describes an example that has been used to verify the dynamic response of a multi…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Surface waves: Comparison with boundary elements

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 20 December 2012 Date modified 20 December 2012 In this validation surface, waves on an elastic half space are considered. In this case, the…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • One-dimensional wave propagation

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 10 December 2012 Date modified 10 December 2012 This document describes an example that has been used to verify that one-dimensional (1-D) wave…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Simply supported beam

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 17 December 2012 Date modified 17 December 2012 In this test the natural frequency of a simply supported beam will be determined and compared…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
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