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dynamics
PLAXIS 2D
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PLAXIS
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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
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
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 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
Vertical dynamic response of a footing
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
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
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
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
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
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
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
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
Dynamics Verifications (PLAXIS)
Micha van der Sloot
This section contains Verification and Validation references to show the correct implementation of dynamics behaviour in PLAXIS 2D and PLAXIS 3D.
over 3 years 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
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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