• 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
  • 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
  • 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
  • Combining dynamic phases with other phases with a time interval may give incorrect 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 AE.02 Issue # 21042 Date created 24 March…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Using non-default or non-metric gravity values gives wrong results for 3D dynamic calculations

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 3D 2012.00 Found in Version PLAXIS 3D 2012.00 Fixed and Released in Version PLAXIS 3D 2013.01 Issue # 19689 Date created …
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Gravity value not correct with non-metric units in Plaxis 2D without Dynamics licence

    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 AE.00 Issue # 19094 Date created 31…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PSA plot not correct when combining multiple dynamic phases

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 2D 2010.01 PLAXIS 3D 2012.00 Found in Version PLAXIS 2D 2010.01 PLAXIS 3D 2012.00 Fixed and Released in Version PLAXIS 2D 2012…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Power spectrum and amplification function

    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 # 16639 Date created …
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • First data line in Dynamic SMC file is skipped

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 3D 2012.00 Found in Version PLAXIS 3D 2012.00 Fixed and Released in Version PLAXIS 3D 2013.00 Issue # 18385 Date created …
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • 2D2011: Continued time-history signal over multiple dynamic phases 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 2011.02 Issue # 17301 Date created …
    • over 3 years 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
  • 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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