• NO shift in resonant frequency with geocell reinforcement

    aditya krishna
    aditya krishna
    Im doing a dynamic analysis of machine foundation with various freqencies. Im using geocell as reinforcement in 2D (by using ECA). but after reinforcement there was no shift in resonance. Definite reduction in aplitudes were observed but at same frequency…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Liquefaction Analysis on Plaxis

    Marcus Delfino
    Marcus Delfino
    Hello, Good afternoon. I am working on my Master's dissertation with Liquefaction Analysis from Earthquake Loading and I have three questions about my modeling. 1) What should be the correct dynamic boundaries to use on this modeling? I am simulating…
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Determination of mass and stiffness damping parameters of Rayleigh Damping

    A Moussa
    A Moussa
    I have a question regarding the determination of mass and stiffness damping parameters of Rayleigh Damping. In Plaxis, I need to determine the target frequencies to calculate the mass and stiffness damping parameters. In the Plaxis manual, it is written…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • View related content throughout GeoStudio | PLAXIS
  • More
  • Cancel