3D Modelling of Train Induced Moving Loads on an Embankment
Author:M. Shahraki, M.R.S. Sadaghiani, K.J. Witt, T. MeierPublished on:October, 2014Application:PLAXIS 3DIncreasing traffic intensity and train speed in modern railway tracks require complex analysis...
View Article[Solved] Time interval specified for K0 phase (using Gravity loading first)...
Application:PLAXIS 2D AE.02, PLAXIS 2D AE.01, PLAXIS 2D AE.00Solved since:PLAXIS 2D 2015.00Known Issue ID:22402Problem descriptionIt is possible to specify a time interval for a Gravity loading phase...
View Article[Solved] Splitting dynamic signal over multiple phases may give wrong results...
Application:PLAXIS 2D AE.02, PLAXIS 2D AE.01, PLAXIS 2D AE.00Solved since:PLAXIS 2D 2015.00Known Issue ID:22837Problem descriptionIn Plaxis it is possible to split a dynamic time history signal over...
View Article[Solved] Dynamic loads not correctly applied in phase with multiple dynamic...
Application:PLAXIS 2D AE.02, PLAXIS 2D AE.01, PLAXIS 2D AE.00Solved since:PLAXIS 2D 2015.00Known Issue ID:23255Problem descriptionDuring a dynamic calculation the user should set the amount of...
View ArticleEffects of Dynamic Excitation on a Dam
Application:PLAXIS 3DIn this movie, the Dynamics module of PLAXIS 3D will be illustrated. The effects of a dynamic excitation on a dam at full pool conservation stage will be considered.Related...
View ArticleEffects of Pile Driving near an Existing Building
Application:PLAXIS 3DIn this video, the workflow of the Dynamics module of PLAXIS 3D will be illustrated. The effects of pile driving on a neighbouring structure will be modeled.Related articlesEffects...
View ArticlePlastic behaviour in free field elements in PLAXIS 3D AE.00 may lead to a...
Application:PLAXIS 3D AE.00Known Issue ID:23608Problem descriptionWhen using free field elements for a Dynamic calculation in PLAXIS 3D AE.00 in order to simulate e.g. an earthquake, it can happen that...
View ArticleClik here to view.
Ground response analysis
Author:A. Laera, R. B. J. BrinkgrevePublished on:June, 2015Application:PLAXIS 2D, PLAXIS 3DEarthquakes propagate from the bedrock to the surface through the overlying soil deposit,which acts as a...
View ArticleClik here to view.
Site response analysis and liquefaction evaluation
Author:A. Laera, R. B. J. BrinkgrevePublished on:October, 2015Application:PLAXIS 2D, PLAXIS 2D 2015When an earthquake occurs, the seismic waves propagate from the source till the ground surface,...
View ArticleHow to create a model for ground response analysis in PLAXIS 2D
Application:PLAXIS 2DThis movie shows how to create a model to perform a ground response analysis and is based on the article listed below.Related articlesGround response analysisRelated videosPLAXIS...
View Article