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dynamics
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Memory usage in dynamic calculations
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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