Horizontal plus Vertical Response Spectrum Analysis in ETABs | IS 1893 2016 CODE
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- เผยแพร่เมื่อ 13 มิ.ย. 2021
- Hello dear Indian viewers,
In this video I will show you how to perform response spectrum analysis in ETABs according to IS 1893-2016 code. For your convenience I have prepared the excel file for determining the response spectrum functions data as a gift from my channel. If you are student please mail me at "foyyej@gmail.com" to get the excel file.
Download:
Excel file:
drive.google.com/file/d/1fqRZ...
IS 1893:2016:
drive.google.com/file/d/1ZP5o...
This video covers:
1. Horizontal ground acceleration
2. Vertical ground acceleration
3. Accounting of Design eccentricity for torsion.
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Dear viewers,
The excel file is updated. Now you can select from dropdown list.
Respected Sir,
Thank you very much for this video. You have presented very well. Thank you once again for the effort taken for this video.
Please make video for linear time history analysis with scaling of horizontal and vertical ground motion for the same building.
Thank you once again for this video.
Thank you.
Regards,
Dhiraj Ahiwale
Respected Sir,
Please create the scaled horizontal plus vertical ground motion time history load case ( For combined effect of Horizontal+Vertical ground motion).
Looking for your reply.
Thank you.
Regards,
Dhiraj Ahiwale
Dear,
I will upload a video on it soon,,, wait for a few days...thank you..
Av Value is 2/3 of horizontal. how did you put the value of 0.02. Please explain.
Respected Sir,
Thank you very much for this video. You have presented very well. Thank you omce again for the effort taken for this video.
Also, if possible please make video for linear time history analysis with scaling of horizontal and vertical ground motion for the same building.
Thank you omce again for this video.
Thank you.
Regards,
Dhiraj Ahiwale
Dear Dhiraj Ahiwale,
We don’t need to use the scale factor, because we have defined the response spectrum with Ah. If we had defined the Response spectrum function with Sa/g, then we had to scale the base shear with 0.5*Z*I/R,,,
I hope your doubts are clear now. If you need further assistance, then you may have a zoom meeting with me....
Thank you.... Actually I used lb units, that's why it was showing large base shear, you should use kips unit,,,
@@geostructureacademy
Thank you sir for the explaniation. I have requested for excel sheet access. Please provide the access to me.
Thank you once again for your support.
Thank you.
Dear,
I will soon upload the video on LTHA according to IS code...
Thank you...
@@geostructureacademy
Thank you sir.
Dear viewer,
The excel file is updated. Now you can select from dropdown list. Download the file and open in MS Excel.
Enjoy