• Input Support Stiffness and Damping

    Asif Sani
    Asif Sani
    Is there a way to input pile (node) stiffness and damping in Staad for a time history analysis? That means inputting support stiffness and damping values for all 6 degrees of freedom (translation and rotation)
    • Answered
    • 5 months ago
    • RAM | STAAD | ADINA
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  • time history analysis - mass participation with floor diaphragm

    John Rodrigues
    John Rodrigues
    When I specify a floor diaphragm in my time history analysis model, the mass participation in the x direction exceeds 100%. What is the issue behind this? Are my results reliable? If not, how do I work around the issue? Thanks! Time History - diaphragm…
    • over 1 year ago
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  • Synthetic Time History Generation

    Rishi R
    Rishi R
    Hi, I generated synthetic time history for IS1893 spectrum. The obtained synthetic time history values in output file is given below. 1. What are all these 4 acceleration values and their units (g or m/s2) ? 2. The obtained time history is statically…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED.

    ZIHOU TEE
    ZIHOU TEE
    i had proceed the time history analysis by using force...but the error is appear...the force = 10kN is my hydrodynamic forces calculated based on formula/equation..i had assumed the force always constant from 0s to 9s...my loading choose is time load…
    • over 2 years ago
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  • Time History Analysis - interpretation of graph in STAAD

    Kamil Woszczek
    Kamil Woszczek
    .Hi, I am working on dynamic analysis using STAAD.Pro. I would like to check displacement with authorities limits during steady state (which in my case is 29.8Hz - operating frequency). Graphs of my case are shown below: Why max values are not…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Time velocity value STAAD is not matching with manual calculation

    Hemant Salokhe
    Hemant Salokhe
    STAAD SS6 20.07.11.90 Version is used I have created STAAD file with Single RPM (355) If we see the max displacement value obtained in this STAAD is 7.51 E-3 mm = 0.00751 mm Now using standard equation to calculate Velocity Velocity = ω x Dmax…
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • Warning in Staad Model in time history analysis

    syed rizvi
    syed rizvi
    Dear Forum Members, I'm doing Time History analysis. After run of model, i'm getting the below warnings, **WARNING: Time History analysis is being performed with the MASTER-SLAVE command. Forces applied at slave dof will be ignored. Revise these loads…
    • over 4 years ago
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  • Amplitude-frequency result via Time history analysis

    f sal
    f sal
    Dear Sir/Madame, I have performed a time history analysis (for instance by definition of cycle=100 and frequency=50Hz and a given amplitude) for which I could have amplitude-frequency graphs as well as amplitude-time graphs as the results. I am wondering…
    • over 4 years ago
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  • contradictory frequences in steady state analysis results

    f sal
    f sal
    Dear all, I have a model in which I have defined the "sin" type of time history with an operational frequency of 50Hz. In term of results, I can get both displacement-time and displacement-frequency curves which firstly mean the software has perfomed…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error- with nonlinear analysis each load case must be followed by perform non linear analysis then change

    Brains React
    Brains React
    Dear Admin, I tried performing the nonlinear time history analysis feature in STAADPro, but in the end, errors occur. This error says that "each load case must be followed by performing nonlinear analysis then change." I also get a solver error. After…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • Time history analysis response at resonance

    Vishal Girase
    Vishal Girase
    Hello, I have Time history model of structure supporting machine please find the attached zip file. As you can see the 2 beams parallel to z axis are subjected to 1000 kg of machine dead load which produces 1000 kg of dynamic load in x axis. Time…
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • RE: how to apply 2 ground motions simultaneously in STAAD.Pro?

    Sye
    Sye
    Yili : One cannot have multiple time history load cases in the same file but one is allowed to define multiple time history loads as part of the same load case. So one is allowed to define ground accelerations in the form of acceleration time histories…
    • over 6 years ago
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  • RE: HELP REGARDING TIME HISTORY

    Sye
    Sye
    1. Took a quick look at the model. The only thing you may want to check is that the maximum displacement is almost 25 inches at the top node 169. This is due to the softer material you have used for the L20X20X2.5 2. You should use perform analysis…
    • over 6 years ago
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  • RE: Sorting through Time History results

    Sye
    Sye
    The answer is now available at the forum post http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/t/131484
    • over 6 years ago
    • RAM | STAAD | ADINA
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  • RE: Mine Fan Foundation - Dynamic Analysis

    Sye
    Sye
    You can easily get the maximum displacement by looking at the Node Displacements table which basically reports the maximum response out of all instants of time at each node for a time history load case. To get the max/min out of all nodes, you can go…
    • over 6 years ago
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  • RE: Blast analysis using Direct analysis method

    Sye
    Sye
    It would not be appropriate to do a direct analysis with a time history loading. Instead what you can do is a Direct analysis for all other cases and then analyze the time history loading using a PDELTA KG. That accounts for the pdelta effects in the…
    • over 6 years ago
    • RAM | STAAD | ADINA
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  • RE: Mine Fan Foundation - Dynamic Analysis

    Sye
    Sye
    Sure. After you read the help documentation it may be useful to take a look at a few examples namely Example 16, 22 and 29 available as part of the help documentation as well. The corresponding STAAD.Pro models can be found within C:\SProV8i SS6\STAAD…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Mine Fan Foundation - Dynamic Analysis

    Sye
    Sye
    Yes once you carry out the time history analysis you can go to the Postprocessing > Dynamics page and get time history of the velocities, displacements and accelerations as shown in the screenshot below. If you need the time-history data based on which…
    • over 6 years ago
    • RAM | STAAD | ADINA
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  • Artificial time history matching a response spectrum

    Amitabh Dar
    Amitabh Dar
    Hello all, My question on creating time history (TH) from a response spectrum (RS). STAADPro provides the TH for a given RS in the output file but there is no option to get this TH in the text format. I save the output file as a text file. The output…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Query on time history analysis of 80 storied building

    Anand Paul
    Anand Paul
    I had few questions written below on Dynamic analysis. I will be obliged if somebody could help me on this issues. Awaiting for your reply. Paul Below is my example of input file where I put my questions by star marks(*) STAAD SPACE ..... JOINT COORDINATES…
    • Answered
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Blast Loading in Staad

    bong2rm
    bong2rm
    Hi everyone. I am currently handling a structure that requires dynamic analysis for blast loads. I hope someone could enlighten me on the following: 1. Why is there a need for a dynamic analysis on blast loading? Is applying max blast wave pressure…
    • Answered
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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