• Dynamic Response Spectrum Inputs not affecting natural frequency results

    Jacob Cano
    Jacob Cano
    I am attempting to find the natural frequency of my staircase model as shown below using the total weight of the structure distributed evenly over every node as a nodal mass in the Ty direction. My issue is, I am able to get a frequency running the dynamic…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Natural frequency, Mesh element size, Rayleigh damping, vertical force on retaining wall model

    Muhammad Imran Khan
    Muhammad Imran Khan
    Q1: Is there any way to determine natural frequency of Retaining wall soil numerical model from PLAXIS? Q2: How can we see the exact element mesh size in PLAXIS? Q3: I am using Mohr-Coulomb soil model and want to introduce constant Rayleigh damping…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • PLAXIS 2D Dynamics

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D AE Date created 09 May 2011 Date modified 09 May 2011 The Dynamics module of PLAXIS 2D allows us to perform dynamic analyses of the propagation of waves through the soil…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 3D Tutorial 09: Free vibration and earthquake analysis of a building

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 3D Version PLAXIS 3D Date created 04 Oct 2018 Date modified 27 Feb 2023 This example demonstrates the natural frequency of a long five-story building when subjected to free vibration and earthquake…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 16: Free vibration and earthquake analysis of a building

    Felipe Fonseca
    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
  • Free vibration analysis of a dam

    Micha van der Sloot
    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
  • Simply supported beam

    Micha van der Sloot
    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
  • Can RAM Elements be used for vibration analysis of stairs?

    Jason McCool
    Jason McCool
    I have a stair that I'm concerned may be susceptible to vibrational issues. I've often used RAM Elements to model a variety of stair configurations under gravity loads and ELF seismic loading, but can it also be used to check for vibration? Most of the…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Frequency Check between Structure and Paddle Mixer

    Dave Jason Narca
    Dave Jason Narca
    Hi, I really need you help on this problem. We have a paddle mixer with Frequency at 1800rpm. We have extended the existing structure to accomodate the paddle mixer. Now we run a frequency check and compared it with the limits of 80%-120% of the…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Natural frequency calculation

    Snehal Bhatt
    Snehal Bhatt
    I referred example 28 of American examples to calculate frequency. I gave cut off mode shape 100. In the output, I found that the frequency increases with each mode. I am confused which mode should be considered for obtaining natural frequency? I need…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Generic Natural time periods of HLPV

    Siddharth Manda
    Siddharth Manda
    I had this doubt from a long time and i thought MOSES users in bentley community can help me with the answer. 1) For a HLPV, what is the tentative natural time periods for Heave, Roll & Pitch ? 2) Which type is the one calculated by MOSES in mooring…
    • over 5 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • How do I calculate the natural frequency of the floor?

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Analysis Solutions Subarea: Eigen Solution Original Author: Bentley Technical Support Group …
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Rayleigh Method Calculate Natural Frequency

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Analysis Solutions Subarea: Response Spectrum Analysis Original Author: Bentley Technical Support…
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RE: Could I input Pump Frequency in Staad to find natural frequency of pump support structural steel

    Sye
    Sye
    The natural frequency calculation for the structure is based on a free vibration analysis. So you do not need to input the machine frequency for that. However you can find out the response of the structure to the vibrating machinery by carrying out a…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum