Hello guys Could you help me, please I have 02 questions: 1) How do you get the full signal from the load applied over 1 second, knowing that it depends on the frequency each time you change it? 2) Does the load signal given by Plaxis allow me to…

Am trying to model the effect of thermal loading on the backfill behind integral abutment by using Plaxis 2D. I modelled the concrete bridge deck as Linear Plate element and provide a prescribed displacement near the top of the abutment. The applied displacement…

Hi, im doing a dynamic analysis of an earth dam and I am a little confused of the boundary conditions I need to use because as you can see in the figure my model is moving like a rigid solid. I create a Line Displacement in the bottom with my Displacement…

Hey everyone, I want to ask about transformation of curves from dynamic time to frequency domain in plaxis 3D because I need it to calculate impedance functions ??

Good morning, I am wondering if the compliant base at the horizontal base of the model is capable or not to dissipate also downward waves with both horizontal and vertical direction (model with horizontal line displacement for the horizontal component…

Hello Everyone! Does anybody know if its possible to view the plate forces (Bending Moment/Shear/Axial) for a chosen timestep in a dynamic analysis? At the moment I am only able to view these forces at the final step (Step 222, Time = 0.175s) of the…

Good Day Everyone I'm trying to plot a Load- Displacement curve for a Dynamic Analysis on Plaxis 2D but im not sure how to do so since the MStage Method doesnt work for Dynamic Analysis I have the Load-Time curve which I have input as a Load Multiplier…

kindly look to the screenshot. I have El centro earthquake acceleration in "g" unit , and my project unit in "m" and "days" , So I used scaled value 9.8 to transform the multiplier to m/s2 units .. but it seems the displacement of the soil is so high…

Hi, I am currently working on a dynamic modelling project in PLAXIS where we are obtaining the lateral earth pressures on a gravity retaining wall. The retaining wall is modelled as a linear elastic material. To export the results, I have preselected…